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GENERAL NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN CONFORMANCE WITH ALL CODE(S) AND GUIDELINES OF FEDERAL, STATE, COUNTY AND MUNICIPALITY HAVING JURISDICTION. ALL APPLICABLE REQUIREMENTS IN THESE REGULATIONS SHALL BE FOLLOWED THE SAME AS IF NOTED ON THE DRAWINGS, INCLUDING: INTERNATIONAL RESIDENTIAL CODE, 2021 2021 INTERNATIONAL FIRE CODE, 2021 INTERNATIONAL ENERGY CONSERVATION CODE, 2021 UNIFORM PLUMBING CODE, 2021 UNIFORM MECHANICAL CODE, 2020 NATIONAL ELECTRICAL CODE, AND 2015 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE, WITH STATE AND LOCAL AMENDMENTS AS ADOPTED BY THE LOCAL JURISDICTION. IF THE CONTRACTOR ASCERTAINS AT ANY TIME THAT REQUIREMENTS OF THIS CONTRACT CONFLICTS WITH, OR ARE IN VIOLATION OF, APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, HE SHALL NOT PROCEED WITH WORK IN QUESTION, EXCEPT AT HIS OWN RISK, UNTIL ARCHITECT HAS BEEN NOTIFIED IN WRITING AND WRITTEN DETERMINATION IS MADE BY ARCHITECT. WHERE COMPLETED OR PARTIALLY COMPLETED WORK IS DISCOVERED TO BE IN VIOLATION WITH APPLICABLE LAWS, CODES, REGULATIONS AND/OR ORDINANCES, THE CONTRACTOR SHALL BE REQUIRED TO REMOVE THAT WORK FROM THE PROJECT AND REPLACE WITH ALL NEW COMPLYING WORK AT NO ADDITIONAL COST TO OWNER. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS REQUIRED PER GOVERNING AGENCY AND CODE REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY TEMPORARY SHORING AND BRACING TO INSURE THE SAFETY OF THE WORK. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION FOR SIDEWALKS, DRIVEWAYS, CURBS, GUTTERS, STREETLIGHTS, EASEMENTS, UTILITIES, FENCES, SIGNS, BARRICADES, ETC. ADJACENT TO THE PROPERTY, AND SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS. CONTRACTOR SHALL COORDINATE ALL MECHANICAL, PLUMBING, ELECTRICAL, AND ARCHITECTURAL WORK. CONSTRUCTION TO PROTECT ADJOINING AND NEARBY PROPERTIES (PUBLIC AND PRIVATE) FROM NOISE, DUST, DIRT, FIRE HAZARDS AND POTENTIAL PROBLEMS CAUSED BY SUCH CONSTRUCTIONS. PROPERTY AND PREMISE LINES ADJACENT TO THE BUILDING SHALL BE ESTABLISHED IN THE FIELD BY A LICENSED SURVEYOR AND A SURVEY REPORT SHALL BE AVAILABLE ON SITE PRIOR TO FOUNDATION INSPECTION. FUTURE OWNER IMPROVEMENTS REQUIRE SEPARATE BUILDING PERMITS. THIS DOCUMENT, THE IDEAS, AND THE DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT. LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER THOSE OF SMALLER SCALE. WHERE DISCREPANCIES ARE FOUND BETWEEN THE ARCHITECTURAL DRAWINGS AND THOSE OF OTHER CONSULTANTS, THE ARCHITECTURAL DRAWINGS SHALL GENERALLY BE ASSUMED TO GOVERN. DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE. DIMENSIONS ARE TO FINISHED SURFACES UNLESS OTHERWISE NOTED. THE ARCHITECT HEREBY STATES THAT SHE HAS NO KNOWLEDGE OF ANY POSSIBLE EXISTENCE OF HAZARDOUS MATERIALS AT THIS SITE AND THAT SHE CANNOT AND WILL NOT BE HELD LIABLE FOR ANY UNSEEN OR UNKNOWN HAZARDOUS MATERIAL RELATED CONDITIONS THAT MAY ARISE DURING THE WORK. IF SUCH CONDITIONS SHOULD BE DISCOVERED THE CONTRACTOR SHALL STOP ALL WORK IMMEDIATELY AND NOTIFY THE OWNER OF SUCH. THE OWNER SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE SAFE AND LEGAL REMOVAL OF HAZARDOUS MATERIAL AND REMEDYING ANY HAZARDOUS CONDITIONS AS REQUIRED BY THE GOVERNING AUTHORITIES. THE CONTRACTOR SHALL NOT BE EXPECTED TO RESUME WORK UNTIL SUCH REMOVALS ARE EFFECTED IN A SAFE AND LEGAL MANNER. IN NEW CONSTRUCTION SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM & HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. PROVIDE CARBON MONOXIDE ALARM OUTSIDE EACH SLEEPING AREA PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO SANITARY SEWER.KITCHEN SINKS, LAVS, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS, AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO APPROVED WATER SUPPLY. EXTEND THROUGH ROOF FLUES AND VENTS UP THROUGH ROOF IN ACCORDANCE WITH THE IRC TO ACHIEVE REQUIRED CLEARANCES. FLASH AND SEAL ALL ROOF PENETRATIONS. NEWLY INSTALLED BATHROOM EXHAUST FANS SHALL BE ENERGY STAR AND SHALL TERMINATE OUTSIDE THE BUILDING. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. MIN 24" CLEAR HT, 20" CLEAR WIDTH, 5.7 SQFT AND 44" MAX TO SILL) SCOPE OF WORK FIRST FLOOR INTERIOR REMODEL OF A SINGLE FAMILY RESIDENCE, WITHIN THE EXISTING BUILDING ENVELOPE. PAINT THROUGHOUT THE HOME. NEW FINISHES AND FIXTURES AT EXISTING SECOND FLOOR BATHROOM. REMODEL OF EXISTING 2ND FLOOR MASTER SUITE. NEW REAR PATIO INCLUDING REPLACEMENT OF AN EXISTING LOW SLOPE ROOF. NEW SIDING AT REAR ELEVATION OF HOUSE. NEW POOL CABANA WITH STORAGE AREA AND GYM. RELATED SITE DEVELOPMENT. WHERE WORK OR EQUIPMENT IS INDICATED N.I.C. SUCH WORK AND OR EQUIPMENT SHALL BE PROVIDED BY OTHERS. CONTRACTOR SHALL COORDINATE AND COOPERATE TO EFFECT SUCH INSTALLATION. DETAILS NOT SHOWN ARE TO BE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, OBTAIN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. INFORMATION CONTAINED IN THESE DOCUMENTS WHICH DESCRIBE OR LOCATE EXISTING SITE AND BUILT ELEMENTS, IS BASED ON INFORMATION (DRAWINGS, NOTES, SURVEYS, ETC.) SUPPLIED BY THE OWNER AND/OR HIS ARCHITECTS, AND LIMITED SITE OBSERVATION. THE CONTRACTOR/OWNER'S SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND FINISH CONDITIONS APPLICABLE TO THE WORK DESCRIBED HEREIN. THE CONTRACTOR IS TO SURVEY EXISTING SITE CONDITIONS AS REQUIRED FOR COORDINATION WITH EXISTING UTILITIES AND THEIR CONNECTIONS. WHERE DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL ADVISE THE OWNER AND THE ARCHITECT. THE CONTRACTOR SHALL TAKE PROTECTION MEASURES THAT WILL BE UTILIZED DURING ALL DRAWINGS AND NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ANY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL. SUBSTITUTION OF ACCEPTABLE EQUIVALENTS WILL BE PERMITTED AS APPROVED BY THE ARCHITECT AND/OR OWNER PRIOR TO BID (UNLESS NOTED OTHERWISE) ALL INSULATING MATERIAL SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF THE 1997 UNIFORM BUILDING CODE. DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION. DRAWING INDEX A0.0 A0.1 A0.2 A0.3 A0.4 A0.5 A1.0 A1.1 A2.0 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 COVER WALL TYPES WINDOW & DOOR TYPES DOOR & WINDOW DETAILS FINISH SCHEDULE FIXTURE SCHEDULES SITE DEMO PLAN SITE PLAN FIRST FLOOR DEMO PLAN SECOND FLOOR DEMO PLAN FIRST FLOOR PLAN NOTES FIRST FLOOR PLAN DIMENSIONS SECOND FLOOR PLAN NOTES SECOND FLOOR PLAN DIMENSIONS MAIN HOUSE ROOF PLAN A2.7 A2.8 A3.0 A3.1 A3.2 A4.0 A4.1 A5.0 A5.1 A6.0 A6.1 A7.0 A7.1 A7.2 E1.0 CABANA FLOOR PLAN NOTES & DIMENSIONS CABANA ROOF & EDGE OF SLAB PLANS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS SECTION DETAILS SECTION DETAILS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS FIRST FLOOR ELECTRIC PLAN ADDRESS LEGAL DESCRIPTION W 100 FT LOT 7 BLK 15 WESTFIELD A VICINITY MAP SCALE : N.T.S. PROJECT INFORMATION 2504 BRIDLE PATH AUSTIN, TX 78703 ZONING SF-3 LOT AREA 0.477 ACRES E1.1 E1.2 E1.3 E1.4 FIRST FLOOR REFLECTED CEILING PLAN SECOND FLOOR ELECTRIC PLAN SECOND FLOOR REFLECTED CEILING PLAN CABANA ELECTRIC PLAN /REFLECTED CEILING PLAN BARRIER COAT AND SHOP-APPLIED PRIMER TO RECEIVE FIELD APPLIED FINISH PAINT COATING. FASTENERS, JOINT COMPOUND AND ADHESIVE SOURCED AND INSTALLED AS RECOMMENDED BY MANUFACTURER. CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED BY PLUMBING, MECHANICAL AND OTHER TRADES, AND AS REQUIRED BY CODES, LOCATION(S) AND TYPE(S) TO BE APPROVED BY THE OWNER. ABBREVATIONS SYMBOL LEGEND Revisions By x X X X X AX.X TP X AX.X BT X AX.X REVISION TAG WALL TYPE TAG DOOR TAG WINDOW TAG EXTERIOR ELEVATION TAG LF RT INTERIOR ELEVATION TAG BUILDING SECTION TAG X AX.X DETAIL TAG PROJECT SQUARE FOOTAGES: LOT: FIRST FLOOR: SECOND FLOOR: COVERED FRONT PORCH: COVERED REAR PATIO: CABANA: 20794 SF 2572 SF 1290 SF 439 SF 217 SF 809 SF DEVELOPMENT REGULATION MAX HEIGHT: FRONT SETBACK: REAR SETBACK: SIDE SETBACK: BUILDING AREA: IMPERVIOUS AREA: FAR: 32 FT 25 FT 10 FT 5 FT 40% 45% 40% EXECUTION AND CLOSEOUT REQUIREMENTS - THE EXECUTION OF ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THESE SPECIFICATIONS AND MANUFACTURER'S WRITTEN SPECIFICATIONS OR MATERIAL'S INSTITUTE STANDARDS. CONTRACTOR TO INVESTIGATE PROPOSED PRODUCT SUBSTITUTIONS AND DETERMINE THAT THEY ARE EQUAL OR SUPERIOR IN ALL RESPECTS TO PRODUCTS SPECIFIED. COORDINATE INSTALLATION OF ACCEPTED SUBSTITUTIONS INTO THE WORK, MAKING SUCH CHANGES AS MAY BE REQUIRED FOR THE WORK TO BE COMPLETE IN ALL RESPECTS. WHERE THE MANUFACTURER'S RECOMMENDED DETAILS ARE USED, THE MANUFACTURER SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF THEIR PRODUCT. ALL WORK NOT SPECIFICALLY MENTIONED THAT IS REQUIRED TO MAKE THE WORK COMPLETE AND OPERATIONAL SHALL BE INCLUDED. CODES - CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL BUILDING CODES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO INSURE COMPLIANCE WITH SAID CODES AND MODIFY THE SPECIFICATIONS AS NEEDED TO COMPLY WITH SUCH CODES. MEASUREMENTS - THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. DO NOT SCALE DRAWINGS. NOTED DIMENSIONS TAKE PRECEDENCE. WORKMANSHIP - WORKMANSHIP SHALL CONFORM TO THE BEST AND HIGHEST STANDARDS OF QUALITY IN EACH TRADE AND SHALL INCLUDE ALL ITEMS OF FABRICATION, CONSTRUCTION AND INSTALLATION. ALL WORK SHALL BE COMPLETED BY SKILLED TRADESMEN AND MECHANICS. INSTALLATION OF ALL EQUIPMENT AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. INSURANCE - BUILDERS RISK INSURANCE SHALL BE MAINTAINED BY THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION UNTIL FINAL ACCEPTANCE BY THE OWNER. ALL BONDING AND INSURANCE REQUIREMENTS SHALL BE COORDINATED WITH THE OWNER PRIOR TO BEGINNING CONSTRUCTION. ALL CONTRACTORS SHALL PROVIDE AND BE SOLELY RESPONSIBLE FOR NECESSARY BARRICADES AND SAFETY PRECAUTIONS, AND STRICTLY ADHERE TO ALL GOVERNING CODES ON SAFETY, INCLUDING THE OSHA ACT. CLEANING AND WASTE MANAGEMENT - CONSTRUCTION SITE TO BE IN A CLEAN AND ORDERLY CONDITION THROUGHOUT THE CONSTRUCTION PROCESS. CLEAN INTERIOR SPACES PRIOR TO THE START OF FINISH PAINTING AND THE APPLICATION OF OTHER FINISHES. AT THE CONCLUSION OF CONSTRUCTION, THE PROJECT SHALL BE CLEANED. THIS SHOULD INCLUDE BUT NOT BE LIMITED TO; CLEANING THE INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO VIEW, REMOVE TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, VACUUM CARPETED AND SOFT SURFACE AREAS, SWEEP AND MOP ALL TILED SURFACES, ETC. REPLACE FILTERS OF OPERATING EQUIPMENT. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION. CLEAN EXTERIOR SUCH AS DEBRIS FROM ROOF, GUTTERS, LANDSCAPE AREAS, DRIVEWAYS AND WALKS, ETC. REMOVE ALL WASTE AND STORE SURPLUS MATERIALS. TEMPORARY FACILITIES - CONTRACTOR SHALL MAKE NECESSARY CONNECTION TO EXISTING UTILITIES FOR TEMPORARY POWER AND WATER SUPPLIES AND SHALL COORDINATE SUCH USE WITH THE OWNER PRIOR TO CONNECTION. CONTRACTOR SHALL PROVIDE AND MAINTAIN IN A NEAT AND SANITARY CONDITION SUCH ACCOMMODATIONS FOR THE USE OF HIS EMPLOYEES AS WILL COMPLY WITH LAWS AND REGULATIONS. TEMPORARY TOILET FACILITIES MAY CONSIST OF PORTABLE TOILETS. TOILET FACILITIES SHALL BE KEPT SUPPLIED AND CLEAN AND IN SANITARY CONDITION UNTIL THE COMPLETION OF THE WORK AND THEN SHALL BE REMOVED FROM THE SITE. UPON REMOVAL, THE SITE SHALL BE PROPERLY CLEANED AND GRADED. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES TO SEPARATE CONSTRUCTION AREAS FOR PUBLIC SAFETY AROUND ENTIRE PERIMETER OF CONSTRUCTION AREA. PROTECTING MATERIALS AND INSTALLED CONSTRUCTION - THE CONTRACTOR SHALL PROVIDE A MATERIAL STORAGE AREA ADJACENT TO THE AREA OF CONSTRUCTION. LOCATION SHALL BE COORDINATED WITH THE OWNER. MATERIALS SHALL BE PROTECTED FROM RAIN AND OTHER SOURCES OF MOISTURE. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. CONTRACTOR TO PROTECT ALL INSTALLED CONSTRUCTION. IF PRODUCTS OR MATERIALS COME WITH A PROTECTIVE COATING, CONTRACTOR SHALL MAINTAIN PROTECTIVE COATING UNTIL CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL REPLACE ANY ITEMS THAT BECOME DEFECTIVE OR DAMAGED. ALL DUCTS AND OTHER RELATED MECHANICAL SUPPLY AND RETURN OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HVAC EQUIPMENT. EXISTING CONDITIONS - CONTRACTOR SHALL REVIEW CONSTRUCTION DOCUMENTS AND PROVIDE NECESSARY SITE WORK, EXCAVATION AND GRADING AS REQUIRED TO CONSTRUCT SAID PROJECT. INTERIOR WALLS - INTERIOR WALLS SHALL BE 2”X4” OR, WHERE PLUMBING STACKS ARE PRESENT, 2"X6" WOOD STUDS AT 16" OC, WITH SINGLE BOTTOM PLATES AND DOUBLE TOP PLATES THROUGHOUT; REFER TO STRUCTURAL DRAWINGS. PROVIDE SOLID BLOCKING AT MID-HEIGHT OF ALL WALLS WHICH EXCEED 9'-0” IN HEIGHT AND ADDITIONAL BLOCKING AS SHOWN ON THESE DRAWINGS OR REQUIRED BY CODE. FINISH CARPENTRY - ALL ARCHITECTURAL TRIM AND WOODWORK SHALL BE PRIMED FJ PINE NO. 1 GRADE MATERIAL SUITABLE FOR PAINT FINISHES. WOOD THAT WILL BE STAINED SHALL BE CLEAR OF KNOTS WITH CONCEALED JOINTS. PROVIDE AND INSTALL INTERIOR WOOD TRIM AS SHOWN ON INTERIOR DRAWINGS/SCHEDULE. WOOD STAIRS - GENERALLY THE VERTICAL DIMENSION OF EACH RISER SHOULD BE NO MORE THAN 7.5" AND THE HORIZONTAL DIMENSION OF EACH TREAD WILL BE 11". A MINIMUM OF 6'-8” CLEAR HEADROOM IS REQUIRED, MEASURED FROM THE FRONT EDGE OF THE TREAD TO A LINE PARALLEL TO THE STAIR RUN. STAIR TREADS SHALL BE CONSTRUCTED OF 5/4” THICK FINISH GRADE LUMBER, RISERS SHALL BE CONSTRUCTED OF 3/4” FINISH GRADE LUMBER STRUCTURAL STAIR STRINGERS SHALL BE CONSTRUCTED OF 2”X12”S. GLUE AND NAIL STAIR ASSEMBLY TOGETHER. METAL RAILINGS - INSTALL METAL HAND RAILINGS AND GUARDRAILS TO MEET ALL APPLICABLE BUILDING CODES, WITH APPROPRIATE DETAILING AND PATTERNS AS SHOWN IN CONSTRUCTION DOCUMENTS. METAL SHALL BE SHOP BUILT, WELDED TOGETHER, CLEANED THOROUGHLY AND PAINTED WITH TWO COATS OF AN ANTI-RUST PRIMER. AFTER INSTALLATION, APPLY AN ADDITIONAL COAT AND ANTI-RUST PRIMER IN PREPARATION FOR FINISH COATS. EXTERIOR MOLDINGS - HIGH-DENSITY, DURABLE, NON-WATER ABSORBING, POLYURETHANE POLYMER COMPARABLE TO KILN-DRIED WHITE PINE MILLWORK, WITH HIGHER SKIN DENSITY. PROVIDE UNITS WITH MANUFACTURER'S STANDARD THERMAL AND MOISTURE PROTECTION - CONTRACTOR SHALL REVIEW CONSTRUCTION DOCUMENTS AND PROVIDE LABOR AND MATERIALS PERTAINING TO THERMAL AND MOISTURE PROTECTION WORK AS REQUIRED IN SAID DOCUMENTS AND AS SPECIFIED HEREIN, WHILE COMPLYING WITH ALL APPLICABLE BUILDING CODES. DAMPPROOFING AND WATERPROOFING - OVER STUDS AND SHEATHING, INSTALL ONE LAYER OF APPROVED MOISTURE BARRIER OVERLAPPED A MINIMUM OF 6” EXCEPT AT STUCCO FINISH, PROVIDE 2 LAYERS. ALL JOINTS AND PENETRATIONS IN WALLS, FLOORS, AND ROOFS SHALL BE MADE WATERTIGHT USING APPROVED METHODS AND MATERIALS. WATERPROOFING AND DAMPPROOFING RECOMMENDATIONS CONTAINED HEREIN ARE MINIMUM, CHECK WITH LOCAL CODE OFFICIALS FOR ADDITIONAL REQUIREMENTS. THERMAL PROTECTION - EFFECTIVE R VALUES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE ENERGY CODES. ALL PLUMBING CHASES SHALL BE INSULATED WITH BATT INSULATION FOR SOUND ATTENUATION. EXTERIOR WALLS - MIN WALL INSULATION SHALL HAVE A MIN R VALUE OF 15. INTERIOR WALLS - INSTALL R-11 BATT-INSULATION AT BATH ROOMS, MECHANICAL ROOMS, PLUMBING CHASES, LAUNDRY ROOMS AND OTHERWISE SPECIFIED FOR SOUND ATTENUATION. CEILINGS - ATTIC INSULATION SHALL BE OPEN CELL FOAM W/ VAPOR BARRIER (OR EQUAL) AND HAVE MIN R-VALUE OF 38. PROVIDE BAFFLES AT EAVES TO PROVIDE FOR VENTILATION. AT FLAT ROOFS PROVIDE 2" CLOSED CELL FOAM IN DIRECT CONTACT WITH ROOF SHEATHING WITH MIN 10" DENSELY PACKED, 3.5 LBS/CUFT DENSITY, BLOWN CELLULOSE BETWEEN ROOF/CEILING JOISTS, HELD IN PLACE WITH BREATHABLE MESH SUSPENDED FROM STRUCTURE (INSULWEB OR EQUAL) AS NEEDED, AND IN DIRECT CONTACT WITH FOAM. USE OF MIN R-VALUE OF COMBINATION IS R38. ASPHALT SHINGLES - LAMINATED DIMENSIONAL SHINGLE WITH LIFETIME WARRANTY. GRANULE SURFACED, SELF-SEALING ASPHALT SHINGLE. UL 790 CLASS A RATED WITH UL 997 WIND RESISTANCE LABEL; ASTM D 7158, CLASS H; ASTM 3161, TYPE 1; ASTM D 3018, TYPE 1; ASTM D 3462; AC438 COMPLIANT CSA 123.5-98; TEXAS DEPT OF INSURANCE APPROVED. INSTALLED OVER #30 ROOFING UNDERLAYMENT AND, AT RIDGES, VALLEYS, AND EAVES, OVER LEAK BARRIER. PROVIDE AND INSTALL ALL REQUIRED ACCESSORIES. SYSTEM INCLUDES MEMBRANE, ADHESIVES, FASTENERS, PREFABRICATED CORNERS, FLASHINGS, AND OTHER MANUFACTURER APPROVED PRODUCTS. SUPPORT ROOF SYSTEM WITH JOIST/RAFTER SYSTEM OR PRE-ENGINEERED TRUSS SYSTEM TO MEET DEAD AND LIVE LOAD REQUIREMENTS AS SPECIFIED BY MANUFACTURER, ALSO SEE STRUCTURAL. COORDINATE INSTALLATION WITH FLASHINGS AND OTHER COMPONENTS. LOW SLOPE METAL ROOF - INSTALL 50 YEAR WARRANTY LOW-SLOPE METAL ROOF SYSTEM WITH CONCEALED FASTENERS. INSTALL A LAYER OF FIRE-RETARDANT PAPER BETWEEN ROOF STRUCTURE AND METAL. STANDING SEAM ABOVE FRONT PORCH, BACK PATIO AND ROOF OVERHANG ACROSS BACK OF HOUSE. COLOR TBD PREFORMED METAL COPING - INSTALL PREFORMED GALVANIZED SHEET STEEL COPING, SPLICE PLATES AND MECHANICALLY FASTENED ANCHOR PLATES TO THE TOP OF THE PARAPET WALL. PROVIDE MITERED CORNERS, EXPANSION JOINTS, AND ANY SPECIAL ACCESSORIES FOR COMPLETE INSTALLATION. FINISH SELECTED FROM STANDARD COLORS TO MATCH METAL ROOFING. ALL SELF-LOCKING RIVETS AND OTHER SUITABLE FASTENERS SHALL BE SUPPLIED BY COPING MANUFACTURER. ALL JOINT SEALANT TO BE APPROVED BY THE METAL ROOF SYSTEM MANUFACTURER WOOD SIDING - INSTALL 30-YEAR WARRANTY WOOD SIDING, CORNER TRIM AND TRIM STOPS. SIDING TO MATCH EXISTING SIDING SPECIES, PROFILE AND TEXTURE. BLEND INFILL INTO EXISTING SIDING TO CONCEAL INFILLED AREAS. SIDING SHALL BE KILN-DRIED, STRAIGHT GRAIN, SEALED AT ALL ENDS AND PRIMED. INSTALL A POLYETHYLENE VAPOR BARRIER OVER THE SHEATHING, RAINSCREEN AND SIDING. ENSURE JOINTS MEET ON STUDS, BLOCKING OR FURRING STRIPS WITH THE NAIL PENETRATING SOLID WOOD AT LEAST 1 1/4 INCHES. CAULK JOINTS. PAINT FINISH. STUCCO - INSTALL METAL LATH OVER 2 LAYERS WEATHER RESISTIVE BARRIER. APPLY WEEP SCREED AT BASE, STUCCO SHOULD BE HELD MIN 6" FROM ADJACENT HORIZONTAL SURFACE. LATH SHALL BE SELF-FURRING OR APPLIED WITH FURRING NAILS. MINIMIZE LATH LAPPING; SECURE LATH UNIFORMLY WITH OPEN ENDS SECURED TIGHTLY. CONTROL JOINTS SHALL BE AS SPECIFIED BY MANUFACTURER, BUT MINIMALLY, AT WINDOWS AND DOORS, AT LENGTHS OVER 16', AND AREAS GREATER THAN 150 SQFT. INSTALL LAHABRA FASTWALL 100 STUCCO SYSTEM (OR EQUAL) INCLUDING BASE COAT, ACRYLIC PRIMER, AND ACRYLIC FINISH COAT AS SPECIFIED BY MANUFACTURER. COMPLETE INSTALLATION WITH SEALANTS AT PENETRATIONS, WEEP SCREEDS, JOINT AND CORNER BEADS AND OTHER INSTALLATION ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER. FLASHING AND SHEET METAL - INSTALL APPROPRIATE FLASHING AT ALL CHIMNEYS, JOINTS OF WALLS, VENT PIPES AND OTHER CONNECTION POINTS TO PREVENT THE INFILTRATION OF WATER. FLASHING SHALL BE ASSEMBLED OF 26 GAUGE MINIMUM GALVANIZED, CORROSION RESISTANT SHEET METAL. KEEP FLASHING CONCEALED EXCEPT WHERE EXPOSED ON VERTICAL SURFACES OR COUNTER FLASHING. JOINT SEALANTS - USE A 50 YEAR WARRANTY SILICON BASED CAULK AT HIGH EXPANSION/COMPRESSION AREAS, SUCH AS AROUND CHIMNEYS, TILE, CERAMIC, AND AROUND ENAMEL AND PRE-FABRICATED TUBS AND SHOWERS. CAULK AND SEAL AROUND ALL WINDOW AND DOOR FRAMES AND BETWEEN WALL SOLE PLATES AND FLOORS AND AT EXTERIOR SIDING JOINTS. FOR EXTERIOR WINDOWS, DOOR FRAMES, INTERIOR TRIM, WOODWORK AND OTHER PAINTABLE SURFACES USE A CLEAR LATEX BASED CAULK. COLOR SHALL MATCH PAINT. OPENINGS - MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED IN COMPLIANCE WITH THE APPROPRIATE INFILTRATION STANDARDS LISTED IN THE RESIDENTIAL ENERGY CODE. SITE-CONSTRUCTED DOORS AND WINDOWS, EXTERIOR JOINTS, AND OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED, EXCEPT FIRE RATED DOORS OR WINDOWS, AND UNFRAMED GLASS DOORS. SEE A0.4 FOR ADDITIONAL REQUIREMENTS AND SCHEDULES. GYPSUM BOARD - GYPSUM BOARD MUST BE HELD FIRMLY AGAINST THE FRAMING WHILE FASTENING TO AVOID LATER MOVEMENT OF GYPSUM BOARD ON THE SHANK OF THE NAILS OR SCREWS. SHEATH WALLS WITH 1/2” GYPSUM WALLBOARD, AND CEILINGS WITH 5/8” GYPSUM WALL BOARD, EITHER VERTICALLY WITH LONG EDGES PARALLEL TO FRAMING, OR HORIZONTALLY WITH LONG EDGES AT RIGHT ANGLES TO FRAMING MEMBERS. SQUARE CORNERS. APPLY ONE LAYER TO ALL WALL SURFACES. OFFSET JOINTS BETWEEN LAYERS AT LEAST 10”. WALL AND CEILING FINISH LEVEL 5, SMOOTH TEXTURE. IN GARAGES, AROUND GAS WATER HEATERS AND AS REQUIRED BY APPLICABLE BUILDING CODES, INSTALL 5/8” TYPE “X” FIRE-RATED GYPSUM WALLBOARD; FINISH LEVEL 2. AROUND SHOWERS, TUBS, WHIRLPOOLS, OR AS REQUIRED BY APPLICABLE BUILDING CODES, INSTALL 1/2” WATER RESISTANT FIBER CEMENT BOARD, FINISH LEVEL 2 FLOORING - CONTRACTOR SHALL PROPERLY CLEAN ALL SURFACES TO BE COVERED AND INSTALL APPROPRIATE UNDERLAYMENT PER MANUFACTURERS RECOMMENDATIONS. TILING - TILE SHALL BE APPROPRIATE GRADE AND FINISH IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND OWNER REQUIREMENTS. INSTALLATION SHOULD BE CARRIED OUT OVER APPROPRIATE UNDERLAYMENT WITH A SLOW SETTING CEMENT ADHESIVE, WELL MIXED PER MANUFACTURER RECOMMENDATIONS. GROUTING OF CONTROL JOINTS CAN BE EXECUTED EITHER WITH CEMENT BASED GROUT OR WITH RESIN BASED ORGANIC MATERIALS. TILE AT BATHROOMS WOOD FLOORING - INSTALL A SINGLE LAYER OF 15 LB FELT VAPOR BARRIER BETWEEN SUB-FLOOR DECKING AND HARDWOOD FLOORS. WHEN INSTALLING HARDWOODS OVER A CONCRETE SLAB INSTALL A LAYER OF 3/4” PLYWOOD AS UNDERLAYMENT OVER 6 MIL POLYETHYLENE. ALONG WALLS AND PERMANENT OBJECTS, INSTALL A 1” QUARTER ROUND MOLDING TO CONCEAL EXPANSION AREA. WOOD FLOORING SHALL BE TONGUE AND GROOVE CONSTRUCTION AND TRUE SQUARE EDGED FOR A FLAT SMOOTH SURFACE. WOOD FLOORING CAN BE FASTENED WITH APPROPRIATE NAILS, STAPLES OR GLUE. CHECK SPECIFIC MANUFACTURER'S RECOMMENDATIONS. EXTERIOR PAINTING - ALL NAIL HEADS SHALL BE SET BELOW THE SURFACE AND FINISHED SMOOTH. IF MILDEW IS EVIDENT, THE MILDEW MUST BE REMOVED AND SURFACE TREATED TO INHIBIT FURTHER MILDEW GROWTH. EXTERIOR WALLS SHALL RECEIVE A PRIMER COAT AND TWO COATS OF FLAT OR SEMI-GLOSS PAINT. PRE-PRIME THE EDGES AND ENDS OF LUMBER AND SIDING PRIOR TO CONSTRUCTION. WHEN STAINING, PRE-PRIME WITH THE SAME PRODUCT AS SPECIFIED FOR THE FINAL COAT. SAND AND PUTTY WOOD SURFACE SMOOTH BEFORE FINISH IS APPLIED. SURFACES SHALL BE SANDED BEFORE EACH FINISH LAYER IS APPLIED. PRIME WOOD SURFACES INCLUDING FACES, EDGES AND ENDS BEFORE INSTALLATION. AFTER INSTALLATION, APPLY AT LEAST ONE COAT OF WOOD PRIMER AND TWO COATS OF FINISH PAINT. ALLOW 4 COLOR SCHEME. INTERIOR PAINTING - ALL NAIL HEADS SHALL BE SET BELOW THE SURFACE AND FINISHED SMOOTH. JOINTS SHOULD BE TAPED AND COVERED WITH A SUITABLE DRYWALL JOINT COMPOUND. SAND THE SPACKLED NAIL HEADS AND JOINT COMPOUND SMOOTH AND DUST WELL BEFORE PRIMING. INTERIOR WALLS SHALL RECEIVE A PRIMER COAT AND TWO COATS OF FLAT OR SEMI-GLOSS PAINT. SURFACES SHALL BE SANDED BEFORE EACH FINISH LAYER IS APPLIED. ALLOW COLOR SCHEME INTERIOR WOOD - WOOD SURFACES SHALL BE SANDED SMOOTH BEFORE FINISH IS APPLIED. PUTTY AREAS WITH A WOOD BASED FILLER WHERE NAILS OR OTHER DEFECTS APPEAR IN THE SURFACE. PRIME WOOD SURFACES INCLUDING FACES, EDGES AND ENDS BEFORE INSTALLATION. AFTER INSTALLATION, APPLY AT LEAST ONE COAT OF WOOD PRIMER AND TWO COATS OF FINISH PAINT. SURFACES SHALL BE SANDED BEFORE EACH FINISH LAYER IS APPLIED. FINISH GRADING - KEEP EXTERIOR FINISHED GRADE A MINIMUM OF 6 1/2” BELOW FINISHED FLOOR ELEVATION (SEE CONSTRUCTION DOCUMENTS FOR EXACT LOCATIONS) BY BACKFILLING WITH APPROPRIATE SOILS. PROVIDE SWALES WITH POSITIVE OUTFALL AND SLOPE GRADE AWAY FROM BUILDING TO ALLOW WATER TO DRAIN AWAY FROM THE BUILDING FOUNDATION. DO NOT BACKFILL AGAINST FOUNDATION UNTIL PROJECT IS COMPLETELY FRAMED AND ROOF STRUCTURE IS IN PLACE. SOIL TYPE OF FILL SHALL BE SPECIFIED BY STRUCTURAL ENGINEER. TERMITE CONTROL - FOUNDATIONS SHALL BE PRE-TREATED UNDER ALL SLABS AND CRAWLSPACE AREAS BETWEEN VAPOR BARRIER AND GRANULAR SUB-BASE TO CONFORM WITH HUD MINIMUM STANDARDS AND APPLICABLE BUILDING CODES. TREATMENTS SHALL NOT BE MADE WHEN SOIL IS EXCESSIVELY WET OR AFTER HEAVY RAINS. CONTRACTOR SHALL PROVIDE A ONE-YEAR RENEWABLE WARRANTY. AT PIER AND PERIMETER FOUNDATIONS, INSTALL CONTINUOUS FLASHING ON ALL SIDES AND TOP SURFACE TO PREVENT SUB-TERRAIN TERMITES FROM PENETRATING THE WOOD STRUCTURE. - ADJACENT - ANCHOR BOLT - ACOUSTIC CEILING TILE - ABOVE FINISHED FLOOR - ALUMINUM - ANODIZED ADJ. A.B. A.C.T. A.F.F. ALUM. ANOD. APPROX. - APPROXIMATE BD. BOT. BRG. C.H. CHNL. C.I.P. CLG. C.J. CLR. C.M.U. - BOARD - BOTTOM - BEARING - CEILING HEIGHT - CHANNEL - CAST IN PLACE - CEILING - CONTRACTION JOINT - CLEAR - CONCRETE MASONRY COL. CPMPR. CONC. CONT. CPT. C.T. DBL. DEMO. DIA. DIM. DN. DR. D.W. DWG. EA. E.J. ELEC. ELEV. EXIST. EXT. F.D. F.E. F.E.C. F.F. FIN. FIX. FLR. FLSH. FND. UNIT - COLUMN - COMPRESSIBLE - CONCRETE - CONTINUOUS - CARPET - CERAMIC TILE - DOUBLE - DEMOLITION - DIAMETER - DIMENSION - DOWN - DOOR - DISH WASHER - DRAWING - EACH - EXPANSION JOINT - ELECTRICAL - ELEVATION - EXISTING - EXTERIOR - FLOOR DRAIN - FIRE EXTINGUISHER - FIRE EXTINGUISHER CABINET - FINISH FLOOR - FINISH - FIXTURE - FLOOR - FLASHING - FOUNDATION F.V. GA. G.B. GALV. GYP. HOC. HGT. HC. HDWR. HR. H.M. HVAC. INSUL. INT. JAN. JT. LAM. LAV. M.O. MAT'L. MAX. M.C. MK. MECH. MEMBR. MIN. MIRR. MTL. M.T. M.W.I. N.I.C. NO. N.T.S. O.C. O.F.C.I. O..R.D. O.H. OPP. OP'NG. P.C.C. P.D. PNL. PATT. PEN. PERF. PLUMB. P.H. - FIELD VERIFY - GAUGE - GRAB BAR - GALVANIZED - GYPSUM - HOLLOW CORE - HEIGHT - HANDICAP - HARDWARE - HOUR - HOLLOW METAL - AIR CONDITION - INSULATION - INTERIOR - JANITOR - JOINT - LAMINATED - LAVATORY - MASONRY OPENING - MATERIAL - MAXIMUM - MEDICINE CABINET - MARK - MECHANICAL - MEMBRANE - MINIMUM - MIRROR - METAL - MARBLE THRESHOLD - MILLWORK ITEM - NOT IN CONTRACT - NUMBER - NOT TO SCALE - ON CENTER - OWNER FURNISHED CONTRACTOR INSTALLED - OVERFLOW ROOF DRAIN - OVER HEAD - OPPOSITE - OPENING - PRE-CAST CONCRETE - PAPER DISPENSER - PANEL - PATTERN - PENETRATION - PERFORATED - PLUMBING - PAPER HOLDER PLT. PLAS. PLYD. P.T. P.T.D. PNT. R. RBR. R.C.P. R.D. REINF. REQ'D. REF. RM. SCHDL. S.C. S.D. SIM. SPEC. SPK. S.S. STL. STRUC. T&G TELE. TLT. T.B. T.B.R. T.H. T.O.C. T.O.P. T.O.S. TEMP. THRES. TK. T.S. TYP. UR. V.C.T. V.W.C. W/ W.C. WD. WOLM. W.W.M - PLATE - PLASTIC - PLYWOOD - PRESSURE TREATED - PAPER TOWEL DISPENSER - PAINT - RADIUS - RUBBER - REFLECTED CEILING PLAN - ROOF DRAIN - REINFORCED - REQUIRED - REFERENCE - ROOM - SCHEDULE - SOLID CORE - SOAP DISH - SIMILAR - SPECIFICATION - SPRINKLER - STAINLESS STEEL - STEEL - STRUCTURAL - TONGUE AND GROOVE - TELEPHONE - TOILET - TOWEL BAR - TO BE REMOVED - TOWEL HOOK - TOP OF CONCRETE - TOP OF PLATE - TOP OF STEEL - TEMPERED - THRESHOLD - THICK - TRANSITION STRIP - TYPICAL - URINAL - VINYL COMPOSITION TILE - VINYL WALL COVERING - WITH - WATER CLOSET - WOOD - WOLMANIZED - WELDED WIRE MESH . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I I E R U T C E T H C R A E K O O C Y R R E B R E T R A R E V O C Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS NTS drawn by: checked by: scale: first issue: plot date: 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A0.0 LAP SIDING AND GWB INFILL WALL TO MATCH EXISTING CONSTRUCTION. 2 X 4 WOOD WALL STUDS WITH MIN R-15 INSULATION, APPLY 1/2" GWB ON INTERIOR SIDE,AND EXTERIOR SHEATHING PER STRUCTURAL WITH (1) LAYER CONTINUOUS WRB, WOOD SIDING ON RAINSCREEN SYSTEM. FINISHES AND TEXTURES TO MATCH AND BLEND SEAMLESSLY WITH EXISTING ADJACENT SURFACES. LAP SIDING AND TILE INFILL WALL TO MATCH EXISTING CONSTRUCTION. 2 X 4 WOOD WALL STUDS WITH MIN R-15 INSULATION, APPLY CEMENTITIOUS BACKERBOARD, WALL RENDER MORTAR TO TRUE WALL, MORTAR AND TILE AT INTERIOR AND EXTERIOR SHEATHING PER STRUCTURAL WITH (1) LAYER CONTINUOUS WRB, WOOD SIDING ON RAINSCREEN SYSTEM. FINISHES AND TEXTURES TO MATCH AND BLEND SEAMLESSLY WITH EXISTING ADJACENT SURFACES. EXISTING WALL TO BE INSULATED EXISTING WALL TO RECEIVE NEW INSULATION AND INTERIOR FINISH. FILL EXISTING 2 X 4 WOOD WALL CAVITY WITH MIN R-15 INSULATION, APPLY 1/2" GWB ON INTERIOR SIDE. FINISHES AND TEXTURES TO MATCH AND BLEND SEAMLESSLY WITH EXISTING ADJACENT SURFACES. STUCCO AND GWB 2 X 6 WOOD WALL STUDS WITH MIN R-19 INSULATION, APPLY 1/2" EXTERIOR GYPSUM SHEATHING ON INTERIOR SIDE, TEXTURED FINISH PER SPEC, AND EXTERIOR GRADE SHEATHING PER STRUCTURAL WITH (2) LAYERS CONTINUOUS WRB, AND 3 COAT ACRYLIC STUCCO ON SELF-FURRING LATH ON EXTERIOR. TILE AND GWB 2 X 6 WOOD WALL STUDS WITH R-19 INSULATION, 1/2" EXTERIOR GYPSUM SHEATHING ON INTERIOR SIDE, TEXTURED FINISH PER SPEC, AND EXTERIOR GRADE SHEATHING PER STRUCTURAL WITH (2) LAYERS CONTINUOUS WRB, EXTERIOR EXPOSURE CEMENTITIOUS BACKERBOARD, WALL RENDER MORTAR TO TRUE WALL, MORTAR AND TILE ON EXTERIOR. WALL TYPES Scale 1 1/2" = 1'-0" (TABLOID Scale: 3/4" = 1'-0") EXTERIOR WALL TYPES VERIFY DIMENSIONS AND FINISH CONDITIONS OF EXISTING WALLS PRIOR TO FRAMING IN INFILL AREAS. PRIOR TO PROCEEDING WITH WORK, CONSULT ARCHITECT IF EXISTING CONDITIONS AND THE PROVIDED WALL TYPES ARE INCONGRUENT SO AS TO MAKE SEAMLESS INFILL AREAS IMPOSSIBLE. 6 STUCCO 2 X 6 WOOD WALL STUDS WITH MIN R-19 INSULATION, APPLY EXTERIOR GRADE SHEATHING PER STRUCTURAL WITH (2) LAYERS CONTINUOUS WRB, AND 3 COAT ACRYLIC STUCCO ON SELF-FURRING LATH ON BOTH SIDES OF WALL. INTERIOR WALL TYPES 51 2" 1 81 2" 41 2" 7 6" 2 5" 8 51 2" 3 61 2" 9 71 2" 4 7" 10 2 X 4 GWB 2 X 4 WOOD STUD WALL W/ 1/2" GWB ON EACH SIDE, TEXTURED FINISH PER SPEC. PROVIDE INSULATION PER ENERGY CODE IN WALLS SEPARATING CONDITIONED AND UNCONDITIONED SPACES. SEPARATE FROM GARAGE AND STORAGE SPACES FROM HABITABLE SPACES PER IRC. 2 x 4 GWB AND TILE 2 X 4 WOOD STUD WALL WITH 1/2" GWB ON 'DRY' SIDE, TEXTURED FINISH PER SPEC, AND CEMENTITIOUS BACKERBOARD, MORTAR AND TILE ON 'WET' SIDE. PROVIDE INSULATION PER ENERGY CODE IN WALLS SEPARATING CONDITIONED AND UNCONDITIONED SPACES. SEPARATE FROM GARAGE AND STORAGE SPACES FROM HABITABLE SPACES PER IRC. 2 X 6 GWB 2 X 6 WOOD STUD WALL W/ 1/2" GWB ON EACH SIDE, TEXTURED FINISH PER SPEC. PROVIDE INSULATION PER ENERGY CODE IN WALLS SEPARATING CONDITIONED AND UNCONDITIONED SPACES. SEPARATE FROM GARAGE AND STORAGE SPACES FROM HABITABLE SPACES PER IRC. 2 x 6 GWB AND TILE 2 X 6 WOOD STUD WALL WITH 1/2" GWB ON 'DRY' SIDE, TEXTURED FINISH PER SPEC, AND CEMENTITIOUS BACKERBOARD, MORTAR AND TILE ON 'WET' SIDE. PROVIDE INSULATION PER ENERGY CODE IN WALLS SEPARATING CONDITIONED AND UNCONDITIONED SPACES. SEPARATE FROM GARAGE AND STORAGE SPACES FROM HABITABLE SPACES PER IRC. 81 4" 5 F.V. REF. PLAN 11 2x CHASE AND GWB 2 X 4 WOOD STUD CHASE WALL W/ 1/2" GWB ON ONE SIDE, TEXTURED FINISH PER SPEC. PROVIDE INSULATION PER ENERGY CODE IN WALLS SEPARATING CONDITIONED AND UNCONDITIONED SPACES. FIELD VERIFY CHASE WIDTH. Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A S E P Y T L L A W Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1 1/2" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A0.1 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I 4'-6" 4'-6" 15'-0" 6'-0" MARK TYPE MATERIAL TYPE FUNCTION HAREDWARE REMARKS 12'-0" 6'-0" 6'-0" RESWING AND REINSTALL EXISTING SLAVAGED DOOR SWING PASSAGE HIDDEN DOOR, PANEL DOOR TO MATCH WALL PANELING WD CLD REPLACE SWING 1 3/4" WD CLD REPLACE SWING WD CLD WD CLD SWING SWING ENTRY ENTRY ENTRY ENTRY THK 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" WD WD WD WD WD WD WD WD WD 1 3/4" WD CLD 1 3/4" WD CLD 1 3/4" WD CLD 1 3/4" WD NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW POCKET PASSAGE POCKET PASSAGE POCKET PASSAGE REPLACE SWING PRIVACY NEW SWING PASSAGE POCKET PASSAGE POCKET PRIVACY POCKET PRIVACY SWING PASSAGE SWING SLIDER ENTRY ENTRY SWING PASSAGE 1 3/4" WD CLD NEW SWING PAIR ENTRY DOOR SCHEDULE SIZE H 6'-8" 6'-8" 7'-9" 8'-0" 5'-0" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 7'-0" 8'-0" 7'-0" 8'-0" 8'-0" H 4'-6" 5'-2" 4'-4" 4'-0" 4'-0" W 2'-7" 2'-7" 3'-6" 15'-0" 2'-4" 2'-0" 2'-4" 5'-0" 2'-4" 2'-0" 4'-0" 2'-4" 2'-0" 6'-0" 3'-6" 5'-4" 12'-0" 2'-0" W 14'-2'' 2'-10" 5'-0'' 5'-0'' 4'-0'' I I II III VIII XV XII XIV XIII IX XI XII XV IV V VI X VII A D C E B 1A 1B 4B 4C 4D 2 3 4 5 6 7 8 9A 9B 10 11 12 13 14 1 2 3 4 5 WINDOW SCHEDULE MARK TYPE HDR TYPE SIZE 8'-0" 7'-5" 8'-0" 8'-0" CASEMENT DOUBLE HUNG PICTURE PICTURE REMARKS MATCH EXISTING HISTORIC WINDOW INSTALL SLAVAGED TRIM INSTALL SLAVAGED TRIM 7'-2" F.V. PICTURE INSTALL SLAVAGED TRIM, MATCH HEAD HEIGHT OF EXISTING WINDOW DOOR TYPES Scale 1/4" = 1'-0" (TABLOID Scale: 1/8" = 1'-0") - min 5.7 SQFT secondary exit from each bedroom w. min 20" width and 24" height clear opening - glass to be tempered per IRC 308.4 - all exterior doors shall have weather-tight thresholds with black weather-stripping - all exterior doors shall be insulated - all interior doors shall be solid core - all dimensions are unit dimensions NOT rough opening dimensions unless otherwise noted. 3'-6" R1'-9" " 9 - 7 ' " 0 - 8 ' 6'-0" " 0 - 7 ' I EXTERIOR SWING II EXTERIOR SWING III EXTERIOR SWING PAIR W/ SIDELITES IV EXTERIOR SWING PAIR 5'-4" 2'-0" 2'-0" " 0 - 7 ' " 8 - 6 ' " 8 - 6 ' " 0 - 8 ' 2'-4" " 0 - 5 ' V EXTERIOR SWING PAIR VI EXTERIOR SWING PAIR VII SWING DOOR VIII SWING DOOR IX SWING DOOR X EXTERIOR SLIDE ENTRY XOOX 4'-0" 2'-0" 2'-0" 2'-4" 2'-4" 2'-0" 5'-0" 2'-6" 2'-6" " 8 - 6 ' " 8 - 6 ' " 8 - 6 ' " 8 - 6 ' XI PAIR POCKET DOORS XII POCKET DOOR XIII SWING DOOR XIV PAIR POCKET DOORS XV POCKET DOOR WINDOW TYPES Scale 1/4" = 1'-0" (TABLOID Scale: 1/8" = 1'-0") - min 5.7 SQFT secondary exit from each bedroom w. min 20" width and 24" height clear opening - glass to be tempered per IRC 308.4 - all dimensions are unit dimensions NOT rough opening dimensions unless otherwise noted. 2'-10" 2'-10" 2'-10" 2'-10" 4'-0" 14'-2" 2'-10" 5'-0" 2'-6" 2'-6" 2'-10" 5'-0" 2'-6" 2'-6" " 0 - 8 ' " 0 - 4 ' " 0 - 4 ' " 2 - 7 ' " 4 - 4 ' " 0 1 - 2 ' " 5 - 7 ' " 2 - 5 ' " 3 - 2 ' " 0 - 8 ' " 0 - 4 ' " 0 - 4 ' A CASEMENT (5 WINDOW) B PICTURE C PICTURE (2 WINDOW) D DOUBLE HUNG E PICTURE (2 WINDOW) 2'-7" 3'-6" " 8 - 6 ' " 0 - 8 ' " 8 - 6 ' " 0 - 8 ' " 6 - 4 ' " 6 - 3 ' Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A S E P Y T R O O D D N A W O D N W I Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS NTS drawn by: checked by: scale: first issue: plot date: 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A0.2 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I HEAD 4 WRB LAPS HEAD FLASHING J-MOLD W/ WEEPS EXTEND METAL FLASHING BEYOND J-MOLD EMBED IN MORTAR/SEALANT BACKER ROD AND SEALANT STRUCTURAL HEADER SEAL BENEATH FIN @ EXTERIOR HEAD AND JAMB DOOR CASING GYPSUM BOARD RETURN DOOR SILL FLOORING REF. FINISH SCHEDULE 4 WRB LAPS HEAD FLASHING J-MOLD W/ WEEPS EXTEND METAL FLASHING BEYOND J-MOLD EMBED IN MORTAR/SEALANT BACKER ROD AND SEALANT DOOR FRAME HEAD Revisions By WRB LAPS HEAD FLASHING J-MOLD W/ WEEPS EXTEND METAL FLASHING BEYOND J-MOLD EMBED IN MORTAR/SEALANT STRUCTURAL HEADER SEAL BENEATH FINS AT EXTERIOR HEAD & JAMBS WINDOW CASING BACKER ROD AND SEALANT GWB RETURNS WINDOW FRAME SEAL INTERIOR PERIMETER BACKER ROD AND SEALANT SILL PAN FLASHING UNDER WINDOW FIN AND OVER WRB WINDOW SILL 4 4 DOOR FRAME FLASHING TAPE AT JAMB DOOR SEAL INTERIOR PERIMETER GWB RETURN SILL 4 JAMB FLASHING TAPE OVER NAILING FIN SEAL BENEATH FINS AT EXTERIOR JAMBS WINDOW CASING BACKER ROD & SEALANT FLASHING TAPE @ JAMB SEAL INTERIOR PERIMETER FLASHING TAPE OVER NAILING FIN SEAL BENEATH FINS AT EXTERIOR JAMBS DOOR CASING DOOR DOOR CASING WINDOW FRAME SEAL INTERIOR PERIMETER FLASHING TAPE @ JAMB GWB RETURN SILL 4 JAMB FLASHING TAPE OVER NAILING FIN SEAL BENEATH FINS @ EXTERIOR JAMBS WINDOW CASING SWING DOOR @ STUCCO Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") 1 SLIDING DOOR @ STUCCO Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") 2 WINDOW DETAIL @ STUCCO Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") 3 STRUCTURAL HEADER SEAL BENEATH FINS AT EXTERIOR HEAD AND JAMBS DOOR CASING GWB RETURNS DOOR SILL FLOORING REF. FINISH SCHEDULE 4 SEAL BENEATH FINS AT EXTERIOR HEAD AND JAMBS WINDOW CASING GWB RETURNS WINDOW SILL HEAD WRB LAPS HEAD FLASHING STRUCTURAL HEADER WINDOW FRAME SEAL INTERIOR PERIMETER CEMENTITIOUS TRIM EXTEND METAL FLASHING BEYOND LINTEL EMBED IN MORTAR/SEALANT BACKER ROD AND SEALANT BACKER ROD AND SEALANT CEMENTITIOUS TRIM SILL PAN FLASHING UNDER WINDOW FIN AND OVER WRB 1 1 BACKER ROD AND SEALANT FLASHING TAPE AT JAMB SEAL INTERIOR PERIMETER GWB RETURNS SILL CEMENTITIOUS TRIM 1 JAMB WINDOW CASING FLASHING TAPE OVER NAILING FIN SEAL BENEATH FINS AT EXTERIOR JAMBS WINDOW DETAIL @ SIDING Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") 5 1 WRB LAPS HEAD FLASHING CEMENTITIOUS TRIM EXTEND METAL FLASHING BEYOND LINTEL EMBED IN MORTAR/SEALANT BACKER ROD & SEALANT STRUCTURAL HEADER SEAL BENEATH FINS AT EXTERIOR HEAD & JAMBS DOOR CASING DOOR SILL FLOOR REF. FINISH SCHDL. CEMENTITIOUS TRIM BACKER ROD & SEALANT FLASHING TAPE @ JAMB DOOR REF. SCHDL. SEAL INTERIOR PERIMETER 1 FLASHING TAPE OVER NAIL FIN SEAL BENEATH FINS @ EXT. JAMBS DOOR CASING SWING DOOR @ SIDING Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") 4 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I I E R U T C E T H C R A E K O O C Y R R E B R E T R A S L I A T E D R O O D D N A W O D N W I Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1 1/2" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A0.3 INTERIOR FINISH SCHEDULE ROOM NAME FLOORS WALLS CEILINGS PANELS CHAIR CASINGS CROWN BASE BEAMS GRADE STYLE FLOOR CROWN/BASE COUNTERTOP SQFT REMARKS TRIM CABINETRY/SHELVING TILE WALL XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX FIRST FLOOR FRONT PORCH FOYER STAIRS DINING LIVING FAMILY BEDROOM #1 BATHROOM #1 CLOSET #1 KITCHEN STORAGE BUTLER'S PANTRY PANTRY MECHANICAL HALL POWDER STUDY LAUNDRY MUDROOM COVERED PATIO SECOND FLOOR LANDING HALL BEDROOM #3 CLOSET #3 LINEN BATHROOM #2 BEDROOM #2 CLOSET #2A CLOSET #2B MASTER BEDROOM MASTER CLOSET MASTER BATHROOM TOILET CABANA CABANA STORAGE #1 GYM STORAGE #2 LAWN STORAGE Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A E L U D E H C S H S I N I F Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS N.T.S. drawn by: checked by: scale: first issue: plot date: 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A0.4 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I PLUMBING FIXTURE SCHEDULE APPLIANCE SCHEDULE ROOM NAME FIXTURE MANUFACTURER MODEL COLOR REMARKS ROOM NAME APPLIANCE MANUFACTURER MODEL COLOR REMARKS XXX XXX XXX XXX U.C. REFRIGERATOR XXX XXX XXX XXX FIRST FLOOR LIVING BATHROOM #1 KITCHEN POWDER LAUNDRY MASTER BATHROOM TOILET BATHROOM #2 SHOWER FAUCET SHOWER HEAD SINK FAUCET SINK FAUCET TOILET SINK FAUCET POT FILLER SINK FAUCET TOILET SINK FAUCET SINK (2) FAUCET (2) SHOWER FAUCET SHOWER HEAD TOILET SINK FAUCET BUTLERS PANTRY LIVING KITCHEN LAUNDRY MUDROOM CABANA KITCHEN LAUNDRY MUDROOM FAMILY COVERED PATIO MASTER BEDROOM MASTER BATHROOM BEDROOM #3 BATHROOM #2 BEDROOM #2 RANGE DISHWASHER REFRIGERATOR WASHER DRYER REFRIGERATOR U.C. REFRIGERATOR GRILL PENDENT PENDENT PENDENT (2) CEILING FAN CEILING FAN PENDANT WALL SCONCE (4) CEILING FAN SURFACE MOUNTED WALL SCONCE (2) CEILING FAN LIGHTING FIXTURE SCHEDULE ROOM NAME FIXTURE MANUFACTURER MODEL COLOR REMARKS PENDENT (2) XXX XXX XXX XXX Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A E L U D E H C S E R U T X I F Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS N.T.S. drawn by: checked by: scale: first issue: plot date: 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A0.5 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I SETBACK / EASEMENT PT PORTABLE TOILET STAGING AREA ROOF OUTLINE PROPERTY LINE FENCING OVERHEAD LINE POWER POLE AIR CONDITIONER TRANSFORMER PAD POOL EQUIPEMENT DUMP DUMPSTER / SPOILS WASHOUT(S) SS SS SS WASTE WATER GAS GAS GAS GAS LINE WW WW WW WATER LINE UE UE UE UNDERGROUND ELEC OVERHEAD POWER PROTECTIVE ACCESS PATH 5'H PROTECTIVE FENCING FINISH FLOOR ELEVATION SILT FENCING WATER METER WW WW WW WATER OVERFLOW CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITY LINES 0 10'-0" 20'-0" AC TP P.E. F.F.E. W N TREE SCHEDULE TAG NO. TREE DESCRIPTION T1 T2 A 4670 4671 4672 4673 4674 4675 4676 4677 4678 4679 4680 4681 4682 4683 23" LIVE OAK TREE 28" LIVE OAK TREE 16" LIVE OAK TREE 25" POST OAK 17" LIVE OAK TREE 19" LIVE OAK TREE 25" LIVE OAK TREE 37" LIVE OAK TREE 24" LIVE OAK TREE 22" LIVE OAK TREE 12" CEDAR ELM TREE 15" LIVE OAK TREE 23" LIVE OAK TREE 17" LIVE OAK TREE 17" CEDAR ELM TREE 14" MAGNOLIA TREE 16" PECAN TREE MS = MULTI STIM TREE PROTECT/UNPROTECT PROTECTED PROTECTED - HERITAGE UNPROTECTED PROTECTED - HERITAGE UNPROTECTED PROTECTED PROTECTED - HERITAGE PROTECTED - HERITAGE PROTECTED - HERITAGE PROTECTED UNPROTECTED UNPROTECTED PROTECTED UNPROTECTED UNPROTECTED UNPROTECTED UNPROTECTED LOCATION NEIGHBOR NEIGHBOR NEIGHBOR SETBACK NEIGHBOR SETBACK SETBACK BUILDABLE BUILDABLE BUILDABLE NEIGHBOR NEIGHBOR SETBACK SETBACK BUILDABLE BUILDABLE BUILDABLE STATUS REMOVE STUMP TO BE REMOVED  RELOCATE EXISTING A/C UNITS PROTECT UNITS AS REQ'D. S 30° 02' 52" W 207.95' rock wall conc. AC AC 5'-0" SIDE YARD SETBACK L O O P ' 7 7 . 9 9 E ' " 6 2 2 1 ° 0 6 S W W W W W W W W W W WW W K C A B T E S D R A Y R A E R W " 0 - 0 1 ' l l a w k c o r W W W W W W W W . E . P . E C A L P N I I N A M E R O T W O L E B S E T L T U I I I L O O P D N A N O T A G R R I I I I G N T S X E I I N O T C U R T S N O C M O R F T C E T O R P I G N G D E E N O T S E V O M E R U E U E U E U E U E U E U E U E U E U E U E U E U E  GAS E S U E R R O F S R E V A P I I G N T S X E E G A V L A S W W W W W U E W GAS GAS GAS GAS UE UE UE UE UE UE GAS UE W W W W UE UE UE UE W UE UE G A S 3 8 6 4 D E T C E T O R P N U E V O M E R E E R T                                 E M A R F D N A I K C R B Y R O T S O W T FULL CRZ: R37'-0" 1/4 C WW WW R WW WW 1/2 CRZ: R12'-6" Z: R6'-9" FULL CRZ: R25'-0" 3 7 6 4 1/2 C R Z: R 18'-6" 1 / 4 C R I E E R T E V T C E T O R P I G N P P A R T S Z : R 9'- 3" l e v a r g 4 7 6 4 5 7 6 4 4 0 5 2 . O N         d e r e v o c e t e r c n o c 1 / 4 C R Z : R 6 ' - 0 " R 1 2 ' - 0 " 1 / 2 C R Z : F U L L C R Z : R 1 9 ' - 0 " 1 / 2 C 6 7 6 4 4 '- 0 " 2 Z : R R L C L U F 6" 5'- Z: R 1/4 C R 1'-0" 1 I G N P P A R T S I E E R T E V T C E T O R P Z: R R 1/2 C l e v a r g G A S G A S G A S G A S R E T E M & L N P I L A C R T C E L E I G N T S X E I P O R D L A C R T C E L E I I G N T S X E I G A S G A S G A S P E M E AC k c i r b k c i r b 2 8 6 4 FULL CRZ: R22'-0" RELOCATE EXISTING A/C UNITS PROTECT UNITS AS REQ'D. b r i c k I E E R T E V T C E T O R P I G N P P A R T S e r c A 7 7 4 . 0 D E Y E V R U S 2 7 6 4 R Z : R 1 / 4 9 '- 6 " C R Z : R 4'- 9 " brick AREA FIRST FLOOR CONDITIONED COVERED FRONT PORCH CABANA BUILDING COVERAGE BUILDING COVERAGE SECOND FLOOR CONDITIONED BALCONY BUILDING AREA BUILDING COVERAGE DRIVEWAY EQUIPMENT PADS POOL COPING SIDEWALKS SITE WALLS IMPERVIOUS COVER 2572 SQFT 439 SQFT 686 SQFT 3696 SQFT 3696 SQFT 1290 SQFT 500 SQFT 5486 SQFT 3696 SQFT 2384 SQFT 63 SQFT 167 SQFT 890 SQFT 396 SQFT 7596 SQFT POOL SPA 564 SQFT 56 SQFT SITE AREA 20,794 SQFT BUILDING COVERAGE IMPERVIOUS COVER FAR 17.77% 36.53% 40.00% ELECTRICAL AND TELEPHONE EASMENT    A I E E R T E V T C E T O R P I G N P P A R T WW S F U L L C R Z : R 2 5 '- 0 " 1 / 2 C R Z : R 1 2 ' - 6 " concrete walk WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW    PROJECT SPECIFIC NOTES: (NO PRUNING IS ANTICIPATED.) 1 / 4 C R Z : R 6 - 3 ' " 0 7 6 4 I G N P P A R T S I E E R T E V T C E T O R P                        ' 4 2 . 0 0 1 W ' " 0 4 0 1 ° 0 6 N TREE ORDINANCE NOTES: * A MINIMUM OF 50 PERCENT OF THE CRITICAL ROOT ZONE MUST BE PRESERVED AT NATURAL GRADE, WITH NATURAL GROUND COVER. * THERE IS NO CUT OR FILL WITHIN THE 1/4 CRITICAL ROOT ZONES. NO IMPACTS ARE PERMITTED WITHIN THE 1/4 CRITICAL ROOT ZONE. * PRIOR TO CONSTRUCTION, 5' HIGH CHAIN-LINK MESH, PROTECTIVE FENCING IS REQUIRED AROUND ALL TREES WITHIN THE LOC. WHEN THE PROTECTIVE FENCING CANNOT INCORPORATE THE ENTIRE ½ CRITICAL ROOT ZONE, AN 8” LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR ALL TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. ADDITIONALLY, MIN 2X4 OR GREATER SIZE PLANKS (6' TALL MINIMUM) TO BE STRAPPED SECURELY AROUND A PROTECTED TREE'S TRUNK AND ROOT FLARE WHEN PROTECTIVE FENCING DOESN'T INCORPORATE THE ENTIRE 1/2 CRZ FOR ANY REASON AT ANY TIME IN THE PROJECT. * THERE IS NO CUT OR FILL 4" OR GREATER WITHIN THE ½ CRITICAL ROOT ZONE OF PROTECTED TREES. ONLY PIERS ARE ALLOWED WITHIN ½ CRITICAL ROOT ZONE AND PIERS MUST BE AIR-SPADED. * DEMOLITION WITHIN THE 1/2 CRITICAL ROOT ZONE MUST BE ACCOMPLISHED WITH HAND TOOLS. * NOT MORE THAN 25 PERCENT OF THE CROWN SHOULD BE REMOVED WITHIN AN ANNUAL GROWING SEASON, AND THAT THE PERCENTAGE AND DISTRIBUTION OF FOLIAGE TO BE REMOVED SHALL BE ADJUSTED ACCORDING TO THE PLANT'S SPECIES, AGE, HEALTH, AND SITE. IF ANY PRUNING IS REQUIRED, A CERTIFIED ARBORIST MUST PERFORM THE PRUNING AND PRUNING MAY ONLY HAPPEN ONCE DURING THE PROJECT DURATION. THIS SHOULD OCCUR PRIOR TO CONSTRUCTION TO AVOID DAMAGING THE TREES DURING CONSTRUCTION. A “PAID IN FULL” RECEIPT FROM A CERTIFIED ARBORIST, FOR THE WORK, WILL BE REQUIRED FROM THE FINAL TREE INSPECTOR. IF 25% OR MORE OF THE CANOPY IS DESIRED TO BE REMOVED, THE CERTIFIED ARBORIST MUST PROVIDE A WRITTEN REPORT TO US TO SEEK A PERMIT, BEFORE PERFORMING THIS WORK.) * ACCESS ROUTES, MATERIAL STAGING, DUMPSTER AND SPOILS MAY NOT BE PLACED WITHIN A PROTECTED TREE'S 1/2 CRZ * PORTABLE TOILET, CONCRETE WASHOUT AND PAINT WASHOUT MAY NOT BE PLACED WITHIN A PROTECTED TREE'S FULL CRZ * AVOID THE 1/2 CRITICAL ROOT ZONES OF PROTECTED TREES WITH ANY NEWLY PROPOSED UTILITY WORK. IF TRENCHING WITHIN THE ½ CRZ OF PROTECTED TREES CANNOT BE AVOIDED, THE TRENCHES WILL BE AIR SPACED BY A CERTIFIED ARBORIST FOR THE TOP 30” TO AVOID CUTTING ROOTS 1.5”+ IN DIAMETER AND THE PAID RECEIPT FOR THE WORK WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. * IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, PROVIDE 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12″ LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED, SPREAD MULCH AROUND SITE TO LEAVE A MAX LAYER OF 3″ WITHIN ROOT ZONES. T1: IMPACTS TO CRZ TO BE LIMITED TO THE DEPTH OF EXISTING IMPACTS. THE CABANA FOUNDATION ABUTTS AND FLOATS OVER THE 1/2 CRZ OF T1. STRONG-BACK-TYPW SURFACE FORMS WILL BE REQUIRED. #5 REBAR IS THE LARGEST DIAMETER ALLOWED WITHING THE 1/2 CRZ (OR ALTERNATELY 5/8" FORM PINS) SEE STRUCTURAL FOUNDATION DRAWINGS AND DETAILS. GENERAL NOTES: APPROVED STAGING AREAS WILL BE MARKED. THE EXISTING LANDSCAPE IS TO BE PROTECTED. THE POOL, POOL DECK AREA AND PARTS OF THE EXISTING LANDSCAPE ARE TO BE FENCED OFF. NONE OF THIS SPACE SHOULD BE USED FOR STAGING, MEALS, STORAGE OR TRASH. KEEP ELECTRICITY AND WATER SERVICES OPERABLE ON THE SITE SO THE POOL PUMP, AND POOL AUTO-FILLER CAN RUN THROUGH-OUT CONSTRUCTION (EXCEPT FOR 2 OR 3 DAYS WHEN REQUIRED TO SHUT-OFF; DO NOT CUT UNDEGROUND PIPING AND WIRING. I E R U S N E O T D E R U Q E R S A T C E T O R P . I I N A M E R O T P U Q E L O O P G N T S X E I I T C E T O R P . I N O T C U R T S N O C G N R U D I . I I P M E T H T W N O T C U R T S N O C M O R F I L O O P F O N O T A R E P O D E U N T N O C I I G N C N E F       REMOVE EXISTING ACCESSORY BUILDING AND SLAB SHADED AREA DENOTES AREA TO BE CLEARED OF STONES & DEBRIS & PREPARE FOR GRADING rock wall 1 T 2 T 1'- 6" 1 1/4 C RZ: R5'-9" Z : R R 1 /2 C 0 " 8 '- 2 Z : R R L C L U F 0 " 3 '- 2 Z : R R L C L U F I G N T S X E I I G N R O B H G E N I E R U T C U R T S 1/4 CRZ: R7'-0" 1 4'-0" Z : R R 1/2 C EXISTING NEIGHBORING STRUCTURE I F O N O T R O P E V O M E R I E V R D E T E R C N O C G N T S X E I I D N A S L E N A P L A C R T C E L E I . D E V O M E R E B O T S E H C T W S I D E T A L E R L L A & E T A G G N T S X E I I      EXISTING NEIGHBORING STRUCTURE N 30° 10' 40" E 207.91' rock wall 1 8 6 4 P M U T S I I G N T S X E E V O M E R concrete driveway 5'-0" SIDE YARD SETBACK 9 7 6 4 8 7 6 4 0 8 6 4 5'-9" Z : R R 1/4 C 1/2 C R Z: R 11'-6" FULL CRZ: R23'-0" I G N P P A R T S I E E R T E V T C E T O R P I T A G N C N E F H T W I S Z R C E E R T T C E T O R P I Y A W E V R D F O S E G D E RELOCATE EXISTING A/C UNITS PROTECT UNITS AS REQ'D. SITE ACCESS B R U C G N I T S X E I ELECTRICAL AND TELEPHONE EASMENT 7 7 6 4 1 7 6 4 1 / 4 C R Z : R 5 ' - 0 " 3 T 0 " 0 '- 1 Z : R 1 / 2 C R SITE DEMOLITION PLAN Scale 1" = 20'-0" (TABLOID:Scale 1/8" = 1'-0") 2 0'-0" Z : R R L L C U F 1 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A O M E D E T I S Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1" = 10'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A1.0 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I NEW CABANA STRUCTURE NEW PAVING Revisions By PROPERTY LINE EXISTING WALL T2 1/4 CRZ: R7'-0" 1/2 C RZ: R14'-0" F U L L C R Z: R 2 8'- 0" EXISTING NEIGHBORING STRUCTURE TREE T2 CRZ IMPACT AREA PROPOSED FULL CRZ 680 SQFT 2463 SQFT PROPOSED IMPACTED AREA 27.61% SETBACK / EASEMENT PT PORTABLE TOILET STAGING AREA ROOF OUTLINE PROPERTY LINE FENCING OVERHEAD LINE POWER POLE AIR CONDITIONER TRANSFORMER PAD POOL EQUIPEMENT DUMP DUMPSTER / SPOILS WASHOUT(S) SS SS SS WASTE WATER GAS GAS GAS GAS LINE WW WW WW WATER LINE UE UE UE UNDERGROUND ELEC OVERHEAD POWER PROTECTIVE MULCHING 5'H PROTECTIVE FENCING FINISH FLOOR ELEVATION SILT FENCING WATER METER WW WW WW WATER OVERFLOW CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITY LINES 0 10'-0" 20'-0" TREE SCHEDULE TAG NO. TREE DESCRIPTION T1 T2 A 4670 4671 4672 4673 4674 4675 4676 4677 4678 4679 4680 4682 23" LIVE OAK TREE 28" LIVE OAK TREE 16" LIVE OAK TREE 25" POST OAK 17" LIVE OAK TREE 19" LIVE OAK TREE 25" LIVE OAK TREE 37" LIVE OAK TREE 24" LIVE OAK TREE 22" LIVE OAK TREE 12" CEDAR ELM TREE 15" LIVE OAK TREE 23" LIVE OAK TREE 17" LIVE OAK TREE 14" MAGNOLIA TREE MS = MULTI STIM TREE STATUS PROTECT/UNPROTECT PROTECTED PROTECTED - HERITAGE UNPROTECTED PROTECTED - HERITAGE UNPROTECTED PROTECTED PROTECTED - HERITAGE PROTECTED - HERITAGE PROTECTED - HERITAGE PROTECTED UNPROTECTED UNPROTECTED PROTECTED UNPROTECTED UNPROTECTED LOCATION NEIGHBOR NEIGHBOR NEIGHBOR SETBACK NEIGHBOR SETBACK SETBACK BUILDABLE BUILDABLE BUILDABLE NEIGHBOR NEIGHBOR SETBACK SETBACK BUILDABLE AREA FIRST FLOOR CONDITIONED COVERED FRONT PORCH COVERED REAR PATIO CABANA BUILDING COVERAGE BUILDING COVERAGE SECOND FLOOR CONDITIONED BUILDING AREA BUILDING COVERAGE DRIVEWAY EQUIPMENT PADS POOL COPING SIDEWALKS SITE WALLS IMPERVIOUS COVER 2572 SQFT 439 SQFT 217 SQFT 809 SQFT 4037 SQFT 4037 SQFT 1290 SQFT 5327 SQFT 4037 SQFT 1830 SQFT 63 SQFT 167 SQFT 890 SQFT 396 SQFT 7383 SQFT POOL SPA 564 SQFT 56 SQFT SITE AREA 20,794 SQFT BUILDING COVERAGE IMPERVIOUS COVER 19.41% 35.50% S 30° 02' 52" W 207.95' ELECTRICAL AND TELEPHONE EASMENT          E N A L P K C A B T E S 562.00' conc. I E N L G N D L U B I 561.37' rock wall 5'-0" SIDE YARD SETBACK RELOCATE EXISTING A/C UNITS MODIFY SYSTEM AS REQ'D. N W A L AC AC  " 7 - 9 ' W W W W W U E UE UE UE UE UE UE UE W UE W UE W UE W UE W UE D O O W ' . D V O C K C E D W UE WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW FULL CRZ: R37'-0" 1/4 C WW WW R WW WW 1/2 CRZ: R12'-6" Z: R6'-9" FULL CRZ: R25'-0" 3 7 6 4 1/2 C R Z: R 18'-6" 1 / 4 C R I E E R T E V T C E T O R P I G N P P A R T S T A L P R E P L B " 0 - 5 7 ' Z : R 9'- 3" l e v a r g 4 7 6 4 5 7 6 4 1 / 4 C R Z : R 6 ' - 0 " R 1 2 ' - 0 " 1 / 2 C R Z : 4 0 5 2 . O N         d e r e v o c e t e r c n o c F U L L C R Z : R 1 9 ' - 0 " 1 / 2 C 6 7 6 4 R Z : R 1 / 4 9 '- 6 " C R Z : R 4'- 9 " concrete walk I E E R T E V T C E T O R P I G N P P A R T S e r c A 7 7 4 . 0 D E Y E V R U S 2 7 6 4 4 '- 0 " 4 '- 0 " 2 2 Z : R Z : R R R L C L C L L U U F F 6" 5'- Z: R 1/4 C R 1'-0" 1 I G N P P A R T S I E E R T E V T C E T O R P Z: R R 1/2 C l e v a r g k c i r b k c i r b 2 8 6 4 FULL CRZ: R22'-0"                                 E M A R F D N A I K C R B Y R O T S O W T P O R D L A C R T C E L E I I G N T S X E I b r i c k concrete driveway brick NEW CONCRETE PAVING (SLOPE TO STREET) N 30° 10' 40" E 207.91' 40'-0" PORTION #1 HP GRADE ELEV: 564.00' BLDG. HGT. ELEV: 591.38 BLDG. HGT: 27.38' T P DUMP 5'-0" SIDE YARD SETBACK 9 7 6 4 8 7 6 4 0 8 6 4 5'-9" Z : R R 563.96' I E N L G N D L U B I 1/4 C 1/2 C R Z: R 11'-6" FULL CRZ: R23'-0" rock wall I G N P P A R T S I E E R T E V T C E T O R P I T A G N C N E F H T W I S Z R C E E R T T C E T O R P I Y A W E V R D F O S E G D E K C A B T E S D R A Y T N O R F " 0 - 5 2 ' 1 / 4 C R Z : R 6 - 3 ' " 0 7 6 4 1 / 2 C R Z : R 1 2 ' - 6 " I E V T C E T O R P E E R T I G N C N E F I G N P P A R T S I E E R T E V T C E T O R P 1 7 6 4 ELECTRICAL AND TELEPHONE EASMENT SITE ACCESS 7 7 6 4 1 1 / 4 C R Z : R 5 ' - 0 " 3 T 0 " 0 '- 1 Z : R 1 / 2 C R 2 0'-0" Z : R R L L C U F F U L L C EXISTING NEIGHBORING STRUCTURE R Z: R 2 8'- 0" SITE PLAN Scale 1" = 20'-0" (TABLOID:Scale 1/8" = 1'-0") 12'-63 4" N W A L P E M E 21'-93 8" " 8 7 3 - 5 ' ROCK WALL SHADED AREA DENOTED AREA TO BE GRADED 40'-0" PORTION #2 HP GRADE ELEV: 564.00' 564.00' E N A L P K C A B T E S T2 1/4 CRZ: R7'-0" 1/2 C RZ: R14'-0"      AC TP P.E. F.F.E. W N 563.36' E N A L P K C A B T E S 563.00' . E C A L P N I I N A M E R O T W O L E B S E T L T U I I I L O O P D N A N O T A G R R I I I I G N T S X E I I N O T C U R T S N O C M O R F T C E T O R P U E U E U E U E U E U E U E U E U E U E U E U E U E L O O P I E V T C E T O R P E E R T I G N C N E F ' 7 7 . 9 9 E ' " 6 2 2 1 ° 0 6 S       W W W W W W W W W W WW W K C A B T E S D R A Y R A E R W " 0 - 0 1 ' l l a w k c o r W W W W W W 5'-61 4" . E . P AC 5'-61 8"     I / T N U C A T L P S - I I I N M W E N 564.39' " 8 7 1 - 5 ' 23'-0" PORTION #3 HP GRADE ELEV: 564.39' 564.00' T1 E N A L P K C A B T E S ' " 9 - 5 R : Z R C 4 / 1 1 1'-6" Z: R 1/2 C R RZ: R23'-0" FULL C EXISTING NEIGHBORING STRUCTURE I I E H T N A T N A M O T S E R U S A E M E D V O R P I I I G N R U D N O T A R E P O T N E M P U Q E L O O P I M O R F T C E T O R P . I N O T C U R T S N O C I G N C N E F . I P M E T H T W N O T C U R T S N O C I I G N T S X E I I G N R O B H G E N I E R U T C U R T S A I E E R T E V T C E T O R P I G N P P A R T WW S F U L L C R Z : R 2 5 '- 0 " EXISTING NEIGHBORING STRUCTURE I T A G N C N E F H T W I I I S T M L Y T R E P O R P S Z R C E E R T T C E T O R P                        ' 4 2 . 0 0 1 W ' " 0 4 0 1 ° 0 6 N B R U C G N I T S X E I    NEW CABANA STRUCTURE PROPERTY LINE T1 EXISTING WALL FULL CRZ: R23'-0" R 1 1 ' - 6 " 1 / 2 C R Z : 5'-9" Z: R R 1/4 C EXISTING NEIGHBORING STRUCTURE TREE T1 CRZ IMPACT AREA PROPOSED FULL CRZ 632 SQFT 1662 SQFT PROPOSED IMPACTED AREA 38.03% . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I I E R U T C E T H C R A E K O O C Y R R E B R E T R A N A L P E T I S Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1" = 10'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A1.1 F U L L C R Z : R 2 3'- 0 " PREPARE EXISTING RESIDENCE FOR NEW CONSTRUCTION. SUPPORT EXISTING FLOOR AND ROOF STRUCTURES PRIOR TO DEMO. PROTECT EXISTING FINISHES AND FIXTURES TO REMAIN. DEMO EXISTING WALLS AND OPENINGS ACCORDING TO PLAN. REMOVE CEILINGS, FINISHES, CABINETS AND FIXTURES AT REMODELED KITCHEN, PANTRY, GUEST SUITE AND LAUNDRY/MUDROOM AREAS. PREPARE SURFACES FOR NEW CONSTRUCTION. REMOVE ALL INTERIOR TRIM, BASE, CASING, AND CROWN MOLDING EXCEPT IN DINING ROOM AND LIVING ROOM. PREPARE EXISTING INTERIOR AND EXTERIOR CONSTRUCTION FOR NEW PAINT THROUGHOUT. REMOVE EXISTING FINISHES, DOOR AND WINDOWS AND PREPARE AREA FOR NEW HEADER, DOOR, AND FINISHES 1/4 C R Z: R 7'- 0" 1/2 CRZ: R14'-0" FULL CRZ: R28'-0" THE CONTRACTOR IS TO CAP AND PROTECT ALL UTILITIES AS REQUIRED TO MEET CODE REQUIREMENTS. SALVAGE EXISTING WASHER AND DRYER AND REFRIGERATOR. REMOVE EQUIPMENT, FIXTURES, WIRING, AND PIPING NOT BEING REUSED. 1'-71 2" 15'-0" 1'-71 2" REMOVING EXISTING WINDOW, DOOR AND FRAMING TO PREPARE FOR NEW WINDOW REMOVE EXTERIOR SIDING AT FIRST FLOOR (TYP) AT REAR OF HOUSE, TO BE REPLACED REMOVING EXISTING WALL, WINDOW AND FRAMING BELOW TO PREPARE FOR NEW FRAMING, FINISHES, AND DOOR 2'-6" UP 20'-0" UP REMOVE EXTERIOR SIDING AT FIRST FLOOR (TYP) AT REAR OF HOUSE, TO BE REPLACED REMOVING EXISTING DOOR, TO BE REPLACED FLOORING IN THIS AREA T.B.R. SALVAGE WOOD FLOORING FOR REUSE AS NEEDED FOR USE IN HOUSE. REMOVE CABINETS, FIXTURES, AND EQUIPMENT. PREPARE AREA FOR NEW WORK REMOVE DAMAGED CEILING PROTECT JOIST & FIX. AS REQ'D. REMOVING EXISTING WINDOW & WALL PREPARE FOR NEW DOOR REMOVE WALL FOR THRU WALL DOG DOOR NEW ATTIC DISAPPEARING STAIR LOCATION W D REMOVE CABINETS, FIXTURES, AND EQUIPMENT. PREPARE AREA FOR NEW WORK REMOVE FRAMING AND CASING FOR NEW CASED OPENING REMOVING EXISTING DOOR, PREPARE FOR NEW POCKET DOOR REMOVE EXISTING WALLS RELOCATE EXISTING ELEC. PNL. REF. ELEC. PLAN UP 3 3/4" REMOVING EXISTING DOOR, PREPARE FOR NEW POCKET DOOR REMOVE ALL BATH FINISHES AND FIXTURES INVESTIGATE GALVANIZED PIPE @ FIXTURES & REPLACE INLETS REMOVE EXTERIOR SIDING AT FIRST FLOOR (TYP) AT REAR OF HOUSE, TO BE REPLACED REMOVE CABINETS AND WALLS FOR NEW CASED OPENING REMOVE EXISTING WALLS AND OPENINGS " 0 1 - 6 ' " 2 - 1 ' " 3 - 2 ' " 3 - 2 ' REMOVE EXISTING WALLS & OPENINGS REMOVE EXISTING CEILING AND FRAMING FOR NEW CEILING UP 6 1/2" UP 6 1/2" REMOVE SHOWER TILE AND CURB REMOVE EXISTING WALLS AND DOOR NEW ATTIC SCUTTLE LOCATION REMOVE WALL FINISHES FOR NEW INSULATION AND FINISH REMOVE CLOSET DOORS AND WALL STEPS TO BE REMOVED PREPARE OPENING FOR NEW WINDOW REMOVE EXISTING POCKET DOORS & WALLS REMOVE INTERIOR WALL FINISH ON EXTERIOR WALLS AND PREPARE FRAMING FOR NEW INSULATION AND WALL FINISH RELOCATE EXISTING A/C UNITS PROTECT UNITS AS REQ'D. R C A V H " 4 - 5 ' " 2 - 5 ' REMOVE FINISHES AND FIXTURES. PREPARE AREA FOR NEW WORK REMOVE EXISTING HVAC UNIT AND ASSOC. DUCTWORK IF NOT TO BE REUSED EXISTING C.O. TO BE CONVERTED TO ARCHED C.O. REMOVE FINISHES AND CABINETS. PREPARE AREA FOR NEW WORK SALVAGE EXISTING HANDRAIL FOR REINSTALLATION RELOCATE EXISTING A/C UNITS PROTECT UNITS AS REQ'D. REMOVE SKIRTING & TEMPORARY HOSE BIB REMOVE ELECTRICAL OUTLET ALIGN CASED OPENINGS REMOVE EXISTING POCKET DOORS & FRAMING AS REQ'D. FOR NEW CASED OPENING PREPARE FOR NEW GLASS @ BROKEN LITES REMOVE ELECTRIC WALL SCONCE PREPARE WALL AS REQ'D. FOR NEW GAS LAMP REMOVE EXISTING POCKET DOORS & FRAMING AS REQ'D. FOR NEW CASED OPENING REMOVE ELECTRICAL OUTLET REMOVE EXISTING PLINTH BLOCKS PREPARE FOR NEW PLINTH BLOCKS REMOVE EXISTING PLINTH BLOCKS PREPARE FOR NEW PLINTH BLOCKS PLINTH DAMAGE TYP. FIRST FLOOR DEMOLITION PLAN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A N A L P O M E D R O O L F T S R I F Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A2.0 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I PREPARE EXISTING RESIDENCE FOR NEW CONSTRUCTION. SUPPORT EXISTING FLOOR AND ROOF STRUCTURES PRIOR TO DEMO. PROVIDE TEMPORARY PROTECTIVE BARRIER AT FLOORS AND STAIRS TO REMAIN. PROTECT EXISTING FINISHES AND FIXTURES TO REMAIN. DEMO EXISTING FINISHES, CABINETS AND FIXTURES AT REMODELED BATH #2. PREPARE SURFACES FOR NEW CONSTRUCTION. PREPARE EXISTING INTERIOR AND EXTERIOR CONSTRUCTION FOR NEW PAINT THROUGHOUT. F U L L C R Z : R 2 3'- 0 " 1 / 4 C R Z : R 7 '- 0 " 1/2 C R Z: R 1 4'-0" FULL CRZ: R28'-0" REMOVE EXISTING GUTTER & DOWNSPOUT MODIFY EXISTING EAVE AND GUTTER FOR NEW COVERED PATIO REMOVE EXISTING ROOFING TO PREPARE FOR NEW REMOVE EXISTING GUTTER & DOWNSPOUT REMOVE GROUT AT EXISTING SHOWER AND PREPARE AREA FOR NEW GROUT AND SHOWER GLASS REMOVE EXISTING FLOOR AND WALL TILE, BATH TUB & TOILET TO REMAIN PREP AS REQ'D. FOR NEW FLOORING REMOVE EXISTING VANITY AND PREPARE AREA FOR NEW REMOVE EXISTING GUTTER & DOWNSPOUT REMOVE EXISTING SKYLIGHTS PROTECT EXISTING FRAMING AS REQ'D. PREP AS REQUIRED FOR NEW DECKING TO CLOSE OPENING REMOVE EXISTING EXTERIOR.DOOR SALVAGE INTERIOR CASING FOR REUSE REMOVING EXISTING ROOFING TO DECKING PROTECT EXISTING DECKING AS REQ'D. REMOVE EXISTING FIXTURE PREP FOR NEW FIXTURE AS REQ'D. REMOVE EXISTING EXTERIOR WINDOW SALVAGE INTERIOR CASING FOR REUSE REMOVE EXISTING DOOR AND PREPARE FOR NEW WINDOW REMOVE EXISTING CEILING & FRAMING AS REQ'D. TO PREP FOR NEW ATTIC ACCESS SALVAGE EXISTING HANDRAIL FOR REINSTALLATION SALVAGE DOOR FOR REUSE REMOVE FRAMING AND DOORS AND FLOOR FOR NEW BATHROOM REMOVE ALL TRIM & CASING IN MASTER. TO BE REPLACED REMOVE EXISTING WALLS AND OPENINGS REMOVE EXISTING DOOR & WALLS REMOVE EXISTING ATTIC ACCESS PREP FOR INFILL REMOVE EXISTING FLOOR, WALL TILE, & ALL FIXTURES. CAP ALL PLUMBING LINES BEHIND WALL AND UNDER FLOORS AS REQ'D. REMOVING EXISTING WINDOW & PREPARE FOR INFILL REMOVE EXISTING GUTTER & DOWNSPOUT PREP FRONT PORCH AS REQ'D. FOR NEW PAINT REMOVE EXISTING GUTTER & DOWNSPOUT SECOND FLOOR DEMOLITION PLAN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A N A L P O M E D R O O L F D N O C E S Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A2.1 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I SEE SHEET A2.5 FOR CABANA F U L L C R Z : R 2 3 ' - 0 " 1 / 4 C R Z : R 7 ' - 0 " 0" 4'- 1 R Z: R C 1/2 W E U E U W E U W E U W 1 A3.1 2 A4.0 3 THRU WALL DOG DOOR 2B A7.0 UP 6 1/2" LINE OF CLG. HGT. CHANGE 4C 11 C.O. = 9'-11" x 7'-6" 7 11 UP 6 1/2" BOOK C.O. = 6'-0" x 7'-0" BOOK BEDROOM 1 CH = 8'-9 3/4" RUN DRYER VENT THROUGH BASE CABINET TO EXTERIOR WALL. PROVIDE VENT PROTECTION @ CABINET UP 1B Z: R28'-0" R ULL C F EP 1A D MUDROOM CH = 8'-7" A C 1 A7.1 7 A C B D 2 A7.1 B 4D LAUNDRY W CH = 8'-7" NEW DISAPPEARING ATTIC STAIR FRIG/ FREEZ K N S I D 11 E U W BEAMS W/ V-GROOVE WOOD CEILING E U W COVERED PATIO CH = 9'-0" EXISTING WATER VALVES PROTECT AS REQ'D. 1 WOODEN DECK MICRO SINK DW CRAWLSPACE VENTILATION GRILL 1 UP +1.5" 2 2A A7.0 KITCHEN CH = 8'-10" D 1 A7.0 B A C E G N A R " 8 4 D O O H / W 2B A7.0 STUDY CH = 8'-7" INSTALL NEW DRYWALL CEILING TO REPAIR DAMAGED AREAS HALL CH = 8'-7" UP 3 3/4" BARREL VAULT BUTLER'S PANTRY CH = 8'-0" 3D A7.1 4B RTH V A L I R M 11 MECH. PANTRY CH = 8'-0" POWDER CH = 8'-7" WC PH ALL NEW FINISHES & FIXTURES D 6 A7.0 B A C T L U A V L E R R A B 11 7 4 2A A7.0 A C 3 A7.1 B 7 REF FRZ D K N S I ICE ARCH C. O. = 2'-5 x 7'-6" ' " 6 - 7 x " 1 - 0 1 = ' . O C . STORAGE CH = VARIES STAIRS CH = VARIES 2 A3.0 DINING CH = 9'-0" D 4 A7.0 B A C ' " 6 - 7 x " 4 - 5 = ' . O C . ' " 6 - 7 x " 4 - 5 = ' . O C . FOYER CH = 9'-0" REPLACE BROKEN GLASS LITES LINE OF CLG. HGT. CHANGE FAMILY CH = 9'-1 3/4" D 1 A7.2 B A C DENOTES LOCATION OF REMOVED SKYLIGHT FILL OPENING ALL NEW BATH FINISHES AND FIXTURES 3 3 RELOCATE EXISTING A/C UNITS A/C UNIT A/C UNIT A/C UNIT 3 7 MECH CLOSET 1 CH = 8'-10 5/8" 6 24" x 24" ATTIC SCUTTLE TH MIRR LAV BATH 1 CH = 8'-10 5/8" WC PH A C 5 A7.1 B D TB NEW CURB AND SHOWER GLASS TV FD SH ' " 0 - 8 x " 0 - 3 = ' . O C . 5 INSTALL SALVAGED HANDRAIL ON NEW SPINDLES UP 36" A.F.F. A LIVING CH = 9'-0" UP (17)R D B 3 A7.0 C 3 E C A L P E R F I GENERAL NOTES: EXTEND NEW THROUGH ROOF FLUES AND VENTS UP THROUGH ROOF IN ACCORDANCE WITH THE IRC TO ACHIEVE REQUIRED CLEARANCES. FLASH AND SEAL ALL ROOF PENETRATIONS. PROVIDE SMOKE ALARMS - HARD WIRED, INTERCONNECTED, BATTERY BACKUP, AT EACH SLEEPING ROOM AND IMMEDIATE COMMON AREA OUTSIDE OF SLEEPING ROOMS. IF APPLICABLE, ON EACH ADDITIONAL STORY INCLUDING BASEMENTS AND HABITABLE ATTICS. (SEE ELECTRICAL PLAN) PROVIDE CARBON MONOXIDE ALARM - HARD WIRED WITH BATTERY BACKUP, INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND/OR HAVE AN ATTACHED GARAGE. (SEE ELECTRICAL PLAN) INSTALL NEW GAS LAMPS AT EXISTING ELECTRICAL LAMP LOCATION, PROVIDE GAS AS REQ'D. PREP & PAINT FRONT PORCH PROTECT ADJACENT VERTICAL SURFACESA AS REQ'D. FRONT PORCH CH = EXISTING 1 A3.0 FIRST FLOOR PLAN - NOTES Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 Revisions By SEE SHEET A2.5 FOR CABANA 3 3 3 2 1 A4.0 2 A3.1 Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 I E R U T C E T H C R A E K O O C Y R R E B R E T R A S E T O N - N A L P R O O L F T S R I F . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A2.2 FULL CRZ: R23'-0" SEE SHEET A2.5 FOR CABANA 17'-31 2" 42'-61 2" 10" 1'-71 2" 21'-10" 9'-11 2" 9'-11 2" 7'-61 2" 8'-81 2" SEE SHEET A2.5 FOR CABANA 16'-3" " 0 7'- R : Z R C 4 / 1 " 0 - ' 4 1 R : Z R C 2 / 1 " 4 1 9 - 1 2 ' " 0 - 0 4 ' " 0 - ' 8 2 R : Z R C L L U F 12'-73 4" 2'-51 2" 10'-10" 10'-51 2" 10'-9" 6'-10" " 9 - 2 ' " 4 - 5 ' " 4 - 0 1 ' MUDROOM CH = 8'-7" 2'-0" 2'-0" 15'-9" 11'-9" FAMILY CH = 9'-1 3/4" COVERED PATIO CH = 9'-0" 23'-3" 2'-6" 11'-11 2" KITCHEN CH = 8'-10" 23'-31 2" 101 2" " 0 1 - 3 ' " 0 - 3 ' " 9 - 3 ' 2'-9" " 3 - 1 ' " 2 - 0 1 ' " 3 - 1 ' " 7 - 2 2 ' 3'-31 2" " 0 - 3 ' " 7 1'-7" 2'-5" 1'-91 2" " 4 - 3 ' 1'-21 2" 2'-7" 1'-7" BATH 1 CH = 8'-10 5/8" " 0 - 2 ' " 8 - 1 ' 3'-6" 2'-10" MECH " 2 1 6 - 3 ' " 2 1 6 - 3 ' " 9 - 9 ' CLOSET 1 CH = 8'-10 5/8" BEDROOM 1 CH = 8'-9 3/4" " 2 - 4 1 ' 2'-61 2" 10'-0" 3'-10" 3'-1" 3'-10" 1'-1" 6'-5" 6'-1" STUDY CH = 8'-7" HALL CH = 8'-7" 1'-11" 5'-71 2" 1'-111 2" BUTLER'S PANTRY CH = 8'-0" " 5 - 4 ' STORAGE CH = VARIES 2" 6'-51 4'-6" 6'-0" 4'-6" 1'-2" 15'-41 2" " 2 - 1 1 ' 10'-8" MECH. PANTRY CH = 8'-0" 3'-5" 3'-0" " 2 1 1 - 2 ' 7'-9" 71 2" 3'-1" STAIRS CH = VARIES W E U E U W E U W " 4 1 9 - 1 1 ' E U W E U W " 2 1 12" 41'-7" E U W 15'-1" 10'-01 2" " 4 - 7 ' 4'-0" " 1 1 " 1 - 3 ' " 0 1 - 4 ' DINING CH = 9'-0" " 2 1 7 - 1 ' " 4 - 8 ' " 4 - 0 1 ' " 2 1 0 1 - 5 ' LAUNDRY CH = 8'-7" " 2 1 8 6'-57 8" " 1 - 1 ' " 7 - 4 ' " 3 - 2 ' 6'-6" POWDER CH = 8'-7" LIVING CH = 9'-0" " 5 - 5 ' " 2 - 5 ' FOYER CH = 9'-0" " 5 - 5 ' " 2 - 5 ' FRONT PORCH CH = EXISTING 16'-23 4" FIRST FLOOR PLAN - DIMENSIONS Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O I S N E M D - N A L P R O O L F T S R I F Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A2.3 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I SEE SHEET A2.5 FOR CABANA F U L L C R Z : R 2 3 ' - 0 " 1 / 4 C R Z : R 7 ' - 0 " 1/2 C R Z: R 1 4'- 0" F ULL C R Z: R28'-0" GENERAL NOTES: EXTEND NEW THROUGH ROOF FLUES AND VENTS UP THROUGH ROOF IN ACCORDANCE WITH THE IRC TO ACHIEVE REQUIRED CLEARANCES. FLASH AND SEAL ALL ROOF PENETRATIONS. LIMITED SCOPE AT SECOND FLOOR: WORK NECESSITATED BY REMODEL OF THE FIRST FLOOR AND PAINTING WALLS, CEILINGS, AND TRIM AT ALL ROOMS BATH 2: NEW VANITY, REGROUT SHOWER, NEW SHOWER GLASS PROVIDE SMOKE ALARMS - HARD WIRED, INTERCONNECTED, BATTERY BACKUP, AT EACH SLEEPING ROOM AND IMMEDIATE COMMON AREA OUTSIDE OF SLEEPING ROOMS. IF APPLICABLE, ON EACH ADDITIONAL STORY INCLUDING BASEMENTS AND HABITABLE ATTICS. (SEE ELECTRICAL PLAN) PROVIDE CARBON MONOXIDE ALARM - HARD WIRED WITH BATTERY BACKUP, INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND/OR HAVE AN ATTACHED GARAGE. (SEE ELECTRICAL PLAN) 2 A3.0 1 A3.1 2 A4.0 2 1 : 5 2 . 0 Y F I R E V NEW DECORATIVE SHUTTERS CLOSET #2B CH = 8'-11 1/4" REPLACE EXISTING LOW SLOPE ROOF AND EXTEND OVER NEW COVERED PATIO DENOTES LOCATION OF ROOF SLOPE CHANGE 2 1 : 5 2 . 0 Y F I R E V 2 1 : 3 E P O L S LOCATION OF REMOVED SKYLIGHT INFILL AS REQ'D. INSTALL SALVAGED TRIM @ WINDOW BEDROOM 2 CH = 8'-11 1/4" 3 2 1 : 3 E P O L S 2 1 : 7 E P O L S 2 1 : 7 E P O L S REGROUT EXISTING TILE NEW SHOWER GLASS NEW VANITY, SINK, AND FAUCET CLOSET #2A CH = 8'-11 1/4" NEW SHOWER FIXTURE (RAINHEAD, HAND SPRAY, SHOWER HEAD) INSTALL SALVAGED TRIM @ WINDOW INSTALL SALVAGED TRIM @ WINDOW CRICKET FLASHING 4 STAIRS CH = VARIES NEW DISAPPEARING ATTIC STAIR NEW STANDING SEAM METAL ROOF ON NEW DECKING AND ROOF FRAMING 5 8 D B 3 A7.2 C INSTALL SALVAGED HANDRAIL ON NEW SPINDLES UP 36" A.F.F. LINEN CH = 8'-11 1/4" A MASTER CLOSET CH = 8'-11 1/4" INFILL AS REQ'D. TO MATCH ADJACENT EXISTING CONSTRUCTION CLOSET #3 CH = 8'-11 1/4" HALL CH = 8'-11 1/4" LANDING CH = 8'-11 1/4" CRICKET FLASHING 2 1 : 7 E P O L S 2 1 : 7 E P O L S BATH 2 CH = 8'-11 1/4" A/B F C 4 A7.1 D/E BEDROOM 3 CH = 8'-11 1/4" INFILL LOCATION OF REMOVED ATTIC STAIR 7 MASTER BEDROOM CH = 8'-11 1/4" ALL NEW TRIM & CASING @ MASTER SUITE TOILET CH = 8'-11 1/4" WC PH BENCH SHOWER SH FD 9B A 5 A7.1 C KS D B 9A MASTER BATHROOM CH = 8'-11 1/4" LAV MIRR RECESSED MEDICINE CABINET RECESSED MEDICINE CABINET LAV MIRR SECOND FLOOR PLAN - NOTES Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 1 A3.0 Revisions By SEE SHEET A2.5 FOR CABANA 1 A4.0 2 A3.1 Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 I E R U T C E T H C R A E K O O C Y R R E B R E T R A S E T O N - N A L P R O O L F D N O C E S . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A2.4 2 1 : 5 2 . 0 Y F I R E V CLOSET CH = 8'-11 1/4" BEDROOM 2 CH = 8'-11 1/4" CLOSET CH = 8'-11 1/4" 3'-1" 2 1 : 5 2 . 0 Y F I R E V 2 1 : 3 E P O L S 2 1 : 3 E P O L S " 9 - 6 ' " 5 - 6 ' 3'-101 2" 13'-21 2" 7'-11" " 1 - 3 ' CLOSET CH = 8'-11 1/4" STAIRS CH = VARIES MASTER CLOSET CH = 8'-11 1/4" " 2 1 0 - 8 ' 2 1 : 7 E P O L S 2 1 : 7 E P O L S 2 1 : 7 E P O L S 2 1 : 7 E P O L S BATH 2 CH = 8'-11 1/4" " 3 - 6 ' CLOSET CH = 8'-11 1/4" HALL CH = 8'-11 1/4" 1'-10" 8'-4" BEDROOM 3 CH = 8'-11 1/4" LANDING CH = 8'-11 1/4" 5'-01 2" 5'-11 2" " 7 - 1 ' TOILET CH = 8'-11 1/4" " 8 1 1 - 2 ' 7'-6" 7'-6" MASTER BEDROOM CH = 8'-11 1/4" " 0 - 1 ' " 9 - 1 ' " 6 - 4 ' " 6 - 6 ' " 1 1 - 5 ' 135.00° 2'-43 4" 1'- 1 05 8" 3'-51 2" 1 " 2 " 1 1 2 2 1 - - 7 6 ' ' MASTER BATHROOM CH = 8'-11 1/4" 1'-111 2" 1'-111 2" 6'-3" 10'-2" SECOND FLOOR PLAN - DIMENSIONS Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O I S N E M D - N A L P R O O L F D N O C E S Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A2.5 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I ROOF LEGEND EXISTING ASPHALT SHINGLE ROOF TO REMAIN NEW LOW SLOPE METAL ROOF WALL OUTLINE 300 IS ATTIC VENTILATION THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT REDUCTION OF TOTAL AREA TO 1 PERMITTED PROVIDED AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATION LOCATED IN THE UPPER PORTION OF THE SPACE (NO MORE THAN 3 FEET BELOW THE RIDGE) WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. [2021 IRC R806.2]. OPENINGS FOR VENTILATION SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH MESH OPENING A MINIMUM OF 1/16" AND NOT EXCEEDING 1/4" INCH. GENERAL ROOF NOTES: EXTEND NEW THROUGH ROOF FLUES AND VENTS UP THROUGH ROOF IN ACCORDANCE WITH THE IRC TO ACHIEVE REQUIRED CLEARANCES. FLASH AND SEAL ALL ROOF PENETRATIONS. 10" NEW GUTTER & DOWNSPOUT W/ SPLASHBLOCK " 0 1 DENOTES LOCATION OF ROOF SLOPE CHANGE LOCATION OF REMOVED SKYLIGHTS IN-FILL AS REQ'D. NEW GUTTER & DOWNSPOUT W/ SPLASHBLOCK 10" " 0 1 2 A3.0 " 0 1 REMOVE AND PATCH ROOF AT ALL REDUNDANT ROOF PENETRATIONS 10" NEW GUTTER & DOWNSPOUT W/ SPLASHBLOCK 1'-9" NEW GUTTER & DOWNSPOUT W/ SPLASHBLOCK 1 A3.1 2 A4.0 2 1 : 5 2 . 0 Y F I R E V 2 1 : 5 2 . 0 Y F I R E V ROOF SLOPE TRANSITION FLASHING 2 1 : 5 2 . 0 Y F I R E V 2 1 : 3 E P O L S " 0 - 2 ' " 0 1 10" 9" " 9 2 1 : 7 E P O L S 2 1 : 7 E P O L S NEW STANDING SEAM METAL ROOF ON NEW DECKING AND ROOF FRAMING OVER EXISTING ROOF STRUCTURE REMOVE AND PATCH ROOF AT ALL REDUNDANT ROOF PENETRATIONS EXISTING SKYLIGHT PROTECT & RE-FLASH AS REQ'D. CRICKET REMOVE AND PATCH ROOF AT ALL REDUNDANT ROOF PENETRATIONS 2 1 : 7 E P O L S 2 1 : 7 E P O L S FLAT ROOF " 0 1 10" MAIN HOUSE ROOF PLAN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 A3.0 NEW GUTTER & DOWNSPOUT W/ SPLASHBLOCK 10" " 0 1 9" " 9 " 0 1 10" 1 2 1 : 7 E P O L S 2 1 : 7 E P O L S L L A T A F O O R H C T A P D N A E V O M E R I S N O T A R T E N E P F O O R T N A D N U D E R Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 1 A4.0 2 A3.1 " 0 1 NEW GUTTER & DOWNSPOUT W/ SPLASHBLOCK 10" PAINT CHIMNEY CAP & REPAIR/REPLACE CHIMNEY FLASHING CHIMNEY Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A N A L P F O O R E S U O H N A M I MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A2.6 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I F U L L C R Z : R 2 3 ' - 0 " 1 / 2 C R Z : R 1 1 ' - 6 " 1/4 C R Z: R 5'-9" GENERAL NOTES: EXTEND NEW THROUGH ROOF FLUES AND VENTS UP THROUGH ROOF IN ACCORDANCE WITH THE IRC TO ACHIEVE REQUIRED CLEARANCES. FLASH AND SEAL ALL ROOF PENETRATIONS. PROVIDE SMOKE ALARMS - HARD WIRED, INTERCONNECTED, BATTERY BACKUP, AT EACH SLEEPING ROOM AND IMMEDIATE COMMON AREA OUTSIDE OF SLEEPING ROOMS. IF APPLICABLE, ON EACH ADDITIONAL STORY INCLUDING BASEMENTS AND HABITABLE ATTICS. (SEE ELECTRICAL PLAN) PROVIDE CARBON MONOXIDE ALARM - HARD WIRED WITH BATTERY BACKUP, INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND/OR HAVE AN ATTACHED GARAGE. (SEE ELECTRICAL PLAN) MINI-SPLIT A/C UNIT 1 A3.2 1 A4.2 POOL EQUIPMENT 6 NICHE NICHE BENCH W/ STORAGE FIREPLACE BENCH W/ STORAGE E U W 6'-0" WOOD GATE PROTECT EXISTING POOL LIGHTING WIRING, IRRIGATION LINES AND POOL WATER LINE DURING CONSTRUCTION 4 LAWN STORAGE CH = 10'-0" F.F.E. = 0'-0" UP 12 NEW DISAPPEARING ATTIC STAIR 4 9 2 A3.0 1/4 CRZ: R5'-9" 4 UP STOR. #2 CH = 10'-0" 14 MINI-SPLIT A/C INSULATE WALL CANTILEVER FOUNDATION TO LIMIT IMPACTS TO NO MORE THAN DEPTH OF EXISTING CABANA'S FOUNDATION GYM CH = 10'-0" F.F.E. = 0'-0" 13 1 / 2 C R Z : R 1 1'- 6 " 10 UP 4 6 4 V T STORAGE BEV 4 1 # E G A R O T S ' " 7 - 0 1 = H C TRASH D O O H / W L L R G I " 6 3 9 4 4 STORAGE CABANA CH = VARIES F.F.E. = -0'-7" SLOPE CLG. 5:12 SLOPE CLG. 5:12 SLOPE CABANA TO DRAIN 11 B A 2 A7.2 . G L C E P O L S 2 1 : 5 . G L C E P O L S 2 1 : 5 W W W W 2 A3.1 W 2 A4.2 E U E U E U E U E U E U E U W UE W E U W E U W E U W E U W UE UE PROTECT EXISTING POOL LIGHTING WIRING, IRRIGATION LINES AND POOL WATER LINE DURING CONSTRUCTION F U L L C R Z : R 2 3 ' - 0 " 0" 4'- 1 R Z: R C 1/2 Z: R28'-0" R ULL C F " 0 - 3 1 ' " 8 - 6 2 ' " 2 1 1 - 5 ' " 2 1 6 - 8 ' 31'-4" 2'-11 2" 2'-11 2" " 1 - 2 ' " 0 - 1 ' E U 1'-0" 11'-81 2" 7'-7" 7'-0" 4'-11" " 7 - 9 ' LAWN STORAGE CH = 10'-0" CABANA CH = VARIES 11'-41 2" 2'-111 2" " 0 1 - 6 1 ' GYM CH = 10'-0" " 0 - 1 ' " 0 - 1 ' " 2 1 1 - 7 ' 4" 4" " 2 1 5 - 2 ' " 5 - 1 ' " 8 - 4 ' " 9 - 0 1 ' " 0 - 1 ' " 1 1 - 4 ' 2'-2" " 4 1 4 - 2 ' " 4 3 6 - 2 ' " 5 - 0 1 ' " 0 1 - 7 ' " 0 - 1 ' " 0 - 1 ' " 0 1 - 5 ' " 4 1 0 - 2 ' 4" " 0 - 3 ' 4" " 0 - 3 ' " 4 1 3 - 2 ' " 2 1 0 - 8 ' " 2 1 3 - 0 1 ' " 0 - 1 ' " 3 31'-4" E U 3" 12" " 2 1 " 3 UE UE 9'-7" W " 4 3 5 - 5 ' W " 6 - 8 1 ' Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 " 8 1 0 - 4 ' " 2 1 2 - 1 ' W " 2 1 8 - 4 2 ' W " 8 - 6 2 ' W W W UE " 9 W " 4 3 6 - 2 1 ' E U E U E U E U E U E U 9" E U W E U W E U W E U W E U W 1 / 4 C R Z : R 7 '- 0 " " 4 1 9 - 1 2 ' 4'-0" 1 Z: R R 1/2 C FULL CRZ: R28'-0" Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O I S N E M D / S E T O N - S N A L P A N A B A C MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I 2 A3.2 6'-01 2" 6'-01 2" 6" 18'-0" SEE SHEET A2.1 FOR RESIDENCE E U W SEE SHEET A2.1 FOR RESIDENCE SEE SHEET A2.2 FOR RESIDENCE CABANA FLOOR PLAN - NOTES Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 CABANA FLOOR PLAN - DIMENSIONS Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 2 A2.7 ROOF LEGEND NEW SHINGLE ROOF TO MATCH HOUSE ROOF WALL OUTLINE 300 IS ATTIC VENTILATION THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT REDUCTION OF TOTAL AREA TO 1 PERMITTED PROVIDED AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE (NO MORE THAN 3 FEET BELOW THE RIDGE) WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. [2013 CRC R806.2]. OPENINGS FOR VENTILATION SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH MESH OPENING A MINIMUM OF 1/16" AND NOT EXCEEDING 1/4" INCH (1/8" IN HIGH FIRE HAZARD ZONES). CABANA ROOF AREA = 927 SQ.FT. REQUIRED NET FREE VENTILATION 445 SQ. IN. (3.09 SQ.FT. ), BALANCE BETWEEN RIDGE VENTS AND SOFFITS WITH NO LESS THAN 178 SQ. IN. AND NO MORE THAN 222 SQ.IN. AT RIDGE (NOTE: ROOF CUPOLA IS DECORATIVE, UNVENTILATED) GENERAL ROOF NOTES: EXTEND NEW THROUGH ROOF FLUES AND VENTS UP THROUGH ROOF IN ACCORDANCE WITH THE IRC TO ACHIEVE REQUIRED CLEARANCES. FLASH AND SEAL ALL ROOF PENETRATIONS. 2 A3.0 " 0 - 1 ' " 0 - 1 ' 1'-0" DECORATIVE CUPOLA WITH WEATHERVANE, DESIGN TBD 1 A3.2 1 A4.2 NEW GUTTER & DOWNSPOUT W/ SPLASHBLOCK 1'-0" " 0 - 1 ' E G D I R 7:12 PITCH 7:12 PITCH RID G E 2 1 : 7 H C T P I 2 1 : 7 H C T P I CRICKET RID G E RIDGE RIDGE 7:12 PITCH 7:12 PITCH 2 1 : 7 H C T P I 2 1 : 7 H C T P I E G D I R 1'-0" NEW GUTTER & DOWNSPOUT W/ SPLASHBLOCK 2 A3.2 CABANA ROOF PLAN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 2 A3.1 2 A4.2 " 3 - 1 ' 1'-3" 1 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I N A L P N O T A D N U O F / F O O R A N A B A C Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A2.8 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I GENERAL NOTES: REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 4" STEP OVER CURB 11'-81 2" 8'-47 8" 4'-5" 7'-11 8" 11 2" " 2 1 5 " 2 1 1 - 2 ' 4" STEP OVER CURB " 5 - 6 2 ' 4" " 1 - 6 2 ' " 2 1 6 - 6 2 ' 4" STEP OVER CURB 51 2" 11'-41 2" 20'-41 2" W CABANA EDGE OF SLAB PLAN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 2 32'-1" 4" STEP OVER CURB " 1 - 0 1 ' " 2 1 0 1 - 5 1 ' " 2 1 1 32'-21 2" E U E U E U E U E U E U E U E U S ET B A C K PLA N E EXIST. ROOFING TO REMAIN PROTECT EXISTING ROOF ALL NEW SHUTTERS TO MATCH EXISTING NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK EXIST. ROOFING TO REMAIN PROTECT EXISTING ROOF S E T B P A L C A K N E NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK EXIST. ROOFING TO REMAIN PROTECT EXISTING ROOF T.O.P. +22'-10" T.O.P. +18'-10-1/2" FIN. FLOOR (SECOND) +9'-11-1/2" CLG. HGT. +9'-0" " 0 - 5 1 ' FIN. FLOOR (MAIN) +0'-0" (564.55') FIN. FLOOR (UTILITY) -0'-3-3/4" PORTION #1 HP (564.00') E N A L P K C A B E S Y T R E P O R P ( ) E N L I NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK NEW EXTERIOR PAINT 14'-31 8" S ET B A C K PLA N E HEIGHT PER IRC R1003.9 MIN. 3'-0" @ ROOF LINE ' " 0 - 2 N M I 10'-0" 12 13 SMOOTH STUCCO BLDG. HGT. +14'-10 1/4" BEARING HGT. +10'-10 1/4" CLG. HGT. +10'-0" " 0 - 5 1 ' " 4 - 8 ' FIN. FLOOR (GYM) +0'-0" (564.50') PORTION #3 HP (564.39') 5'-61 8" Y T R E P O R P ( K C A B T E S E N A L P ) E N L I 12 7 12 7 REPLACE COLUMN PLINTHS (TYP) 1 K C A B T E S E N A L P NEW EXTERIOR PAINT 12 .25 12 7 1A SOUTH ELEVATION Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") K C A B T E S E N A L P DECORATIVE CUPPOLA WITH WEATHERVANE NEW ROOFING TO MATCH EXISTING ROOF GUTTER & DOWNSPOUT W/ SPLASH BLOCK NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK 12 .25 BLDG. HGT. +22'-10" T.O.P. +18'-10-1/2" NEW DECORATIVE METAL RAIL FIN. FLOOR (SECOND) +9'-11-1/2" CLG. HGT. +9'-0" NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK FIN. FLOOR (MAIN) +0'-0" (564.55') FIN. FLOOR (UTILITY) -0'-3-3/4" FIN. FLOOR (FAM. RM) -0'-6-1/2" PORTION #2 HP (564.00') SMOOTH STUCCO WEST ELEVATION Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 12 7 2 23'-0" PORTION #3 HP GRADE ELEV: 564.39' BLDG. HGT. ELEV: 579.24' BLDG. HGT: 14.85' K C A B T E S E N A L P NEW SIDING ON BACK OF HOUSE TO MATCH EXISTING SIDING (TYP, SEE SPEC) 40'-0" PORTION #2 HP GRADE ELEV: 564.00' BLDG. HGT. ELEV: 584.22' BLDG. HGT: 20.22' INFILL WALL TO MATCH EXISTING, STAGGER SIDING JOINTS TO CONCEAL AREA OF INFILL WITHIN THE EXISTING AREA (TYP) K C A B T E S E N A L P 40'-0" PORTION #1 HP GRADE ELEV: 564.00 BLDG. HGT. ELEV: 591.38 BLDG. HGT: 27.38' Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O T A V E L E R O R E T X E I BLDG. HGT. +22'-10" T.O.P. +18'-10-1/2" FIN. FLOOR (SECOND) +9'-11-1/2" CLG. HGT. +9'-0" E N A L P K C A B E S Y T R E P O R P ( ) E N L I K C A B T E S E N A L P I G N D L U B I ( ) E N L I BLDG. HGT. +22'-10" T.O.P. +18'-10-1/2" FIN. FLOOR (SECOND) +9'-11-1/2" CLG. HGT. +9'-0" " 0 - 5 1 ' NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK NEW EXTERIOR PAINT FIN. FLOOR (MAIN) +0'-0" (564.55') FIN. FLOOR (FAM. RM.) -0'-6-1/2" PORTION #1 HP (564.00') 9'-61 4" Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK NEW EXTERIOR PAINT REPLACE COLUMN PLINTHS (TYP) MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - FIN. FLOOR (MAIN) +0'-0" (564.55') FIN. FLOOR (UTILITY) -0'-3-3/4" HP PORTION #1 (564.00') K C A B T E S E N A L P I G N D L U B I ( ) E N L I A3.0 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I S ET B A C K PLA N E TRANSITION FLASHING NEW STANDING SEAM METAL ROOF ON NEW DECKING AND ROOF FRAMING NEW DECORATIVE SHUTTERS NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK NEW SIDING TO MATCH EXISTING SIDING (TYP, SEE SPEC) EXIST. ROOFING TO REMAIN PROTECT EXISTING ROOF 5 4 NEW DECORATIVE METAL RAIL EXIST. ROOFING TO REMAIN PROTECT EXISTING ROOF S E T B P A L C A K N E EXIST. ROOFING TO REMAIN PROTECT EXISTING ROOF NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK NEW EXTERIOR PAINT " 0 - 5 1 ' NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK 3 1B 1 2 NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK " 0 - 5 1 ' 9'-61 4" Y T R E P O R P ( K C A B T E S E N A L P ) E N L I K C A B T E S E N A L P I G N D L U B I ( ) E N L I NEW SIDING ON BACK OF HOUSE TO MATCH EXISTING SIDING (TYP, SEE SPEC) PAINT CHIMNEY CAP & REPAIR/REPLACE CHIMNEY FLASHING CHIMNEY 12 7 NEW EXTERIOR PAINT REPLACE COLUMN PLINTHS (TYP) NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK INFILLFRAMING TO MATCH EXISTING NORTH ELEVATION Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") NEW SIDING ON BACK OF HOUSE TO MATCH EXISTING SIDING (TYP, SEE SPEC) 1 14'-31 8" NEW SIDING ON BACK OF HOUSE TO MATCH EXISTING SIDING (TYP, SEE SPEC) Y T R E P O R P ( K C A B T E S E N A L P ) E N L I K C A B T E S E N A L P NEW EXTERIOR PAINT 12 7 INFILL SIDING TO MATCH EXISTING, STAGGER JOINTS TO CONCEAL AREA OF INFILL WITHIN THE EXISTING AREA (TYP) 12 .25 3 NEW SIDING ON BACK OF HOUSE TO MATCH EXISTING SIDING (TYP, SEE SPEC) NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK INFILL DOOR OPENING FOR NEW WINDOW; MATCH EXISTING WALL CONSTRUCTION BLDG. HGT. +22'-10" T.O.P. +18'-10-1/2" 12 7 12 .25 NEW DECORATIVE METAL RAIL 12 7 NEW ROOFING TO MATCH EXISTING ROOF K C A B T E S E N A L P S E T B P A L C A K N E DECORATIVE CUPPOLA WITH WEATHERVANE ' " 0 - 2 N M I 10'-0" 2 8 NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK NEW SIDING ON BACK OF HOUSE TO MATCH EXISTING SIDING (TYP, SEE SPEC) FIN. FLOOR (MAIN) +0'-0" (564.55') FIN. FLOOR (FAM. RM) -0'-6-1/2" HP PORTION #2 (564.00') 40'-0" PORTION #1 HP GRADE ELEV: 564.00 BLDG. HGT. ELEV: 591.38 BLDG. HGT: 27.38' NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK K C A B T E S E N A L P I G N D L U B I ( ) E N L I EAST ELEVATION Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") K C A B T E S E N A L P INFILL DOOR OPENING FOR NEW WINDOW; MATCH EXISTING WALL CONSTRUCTION AND STAGGER SIDING JOINTS TO CONCEAL AREA OF INFILL WITHIN THE EXISTING AREA (TYP) PORTION #3 HP (564.00') FIN. FLOOR (CABANA) -0'-7" 40'-0" PORTION #2 HP GRADE ELEV: 564.00' BLDG. HGT. ELEV: 584.22' K C A B T E BLDG. HGT: 20.22' S E N A L P 2 23'-0" PORTION #3 HP GRADE ELEV: 564.39' BLDG. HGT. ELEV: 579.24' BLDG. HGT: 14.85' BLDG. HGT. +22'-10" T.O.P. +18'-10-1/2" FIN. FLOOR (SECOND) +9'-11-1/2" CLG. HGT. +9'-0" FIN. FLOOR (MAIN) +0'-0" (564.55') FIN. FLOOR (UTILITY) -0'-3-3/4" PORTION 2 HP (564.00') HEIGHT PER IRC R1003.9 MIN. 3'-0" @ ROOF LINE SMOOTH STUCCO BLDG. HGT. +14'-10 1/4" BEARING HGT. +10'-10 1/4" CLG. HGT. +10'-0" " 0 - 5 1 ' Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O T A V E L E R O R E T X E I Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I SMOOTH STUCCO 5'-61 8" FIN. FLOOR (GYM) +0'-0" (564.50') PORTION #3 HP (564.39') FIN. FLOOR (CABANA) -0'-7" Y T R E P O R P ( K C A B T E S E N A L P ) E N L I MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A3.1 BLDG. HGT. +22'-10" T.O.P. +18'-10-1/2" FIN. FLOOR (SECOND) +9'-11-1/2" CLG. HGT. +9'-0" FIN. FLOOR (MAIN) +0'-0" (564.55') FIN. FLOOR (FAM. RM) -0'-6-1/2" PORTION 2 HP (564.00') BLDG. HGT. +22'-10" T.O.P. +18'-10-1/2" NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK FIN. FLOOR (SECOND) +9'-11-1/2" CLG. HGT. +9'-0" FIN. FLOOR (MAIN) +0'-0" (564.55') FIN. FLOOR (FAM. RM) -0'-6-1/2" HP PORTION #1 (564.00') HEIGHT PER IRC R1003.9 MIN. 3'-0" @ ROOF LINE DECORATIVE CUPPOLA WITH WEATHERVANE BLDG. HGT. +14'-10 1/4" BEARING HGT. +10'-10 1/4" CLG. HGT. +10'-0" NEW GUTTER & DOWNSPOUT W/ SPLASH BLOCK FIN. FLOOR (GYM) +0'-0" (564.50') PORTION 3 HP (564.39') FIN. FLOOR (CABANA) -0'-7" INSTALL EXISTING PANELS AND POOL EQUIPMENT, PREP WALL AS REQ'D. S E T B P A L C A K N E NEW ROOFING TO MATCH EXISTING ROOF S ET B A C K PLA N E DECORATIVE CUPPOLA WITH WEATHERVANE HEIGHT PER IRC R1003.9 MIN. 3'-0" @ ROOF LINE NEW ROOFING TO MATCH EXISTING ROOF " 0 - 5 1 ' " 0 - 5 1 ' 7 SMOOTH STUCCO R1'-0" NICHE W/ SCONCE R1'-0" 2'-0" 1'-0" 1'-0" 2'-0" " 0 - 4 ' " 6 - 4 ' " 0 - 4 ' " 6 - 4 ' SMOOTH STUCCO 5'-37 8" Y T R E P O R P ( K C A B T E S E N A L P ) E N L I 5'-37 8" Y T R E P O R P ( K C A B T E S E N A L P ) E N L I NORTH CABANA ELEVATION Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 SOUTH CABANA ELEVATION Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 2 BLDG. HGT. +14'-10 1/4" BEARING HGT. +10'-10 1/4" CLG. HGT. +10'-0" Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 FIN. FLOOR (GYM) +0'-0" (564.50') PORTION 3 HP (564.39') FIN. FLOOR (CABANA) -0'-7" Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O T A V E L E R O R E T X E I MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A3.2 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I T.O.P. FIN. ELEV. (SECOND) T.O.P. T.O.P. " 1 1 - 8 ' " 2 1 1 1 " 0 - 1 ' " 0 - 8 ' FIN. ELEV. (MAIN) " 4 3 3 FIN. ELEV. (UTILITY) CLOSET BEDROOM 2 CH = 8'-11" ATTIC CHASE ATTIC STUDY CH = 8'-7" HALL CH = 8'-7" KITCHEN CH = 8'-10" BEDROOM 1 CH = 8'-9 3/4" CRAWL SPACE CRAWL SPACE CRAWL SPACE CRAWL SPACE BUILDING SECTION Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") FIN. ELEV. (SECOND) T.O.P. T.O.P. T.O.P. " 4 1 3 " 2 1 1 1 " 4 3 8 " 2 1 6 - 8 ' " 2 1 6 FIN. ELEV. (MAIN) FIN. ELEV. (FAM. RM.) T.O.P. T.O.P. ATTIC " 1 1 - 8 ' " 2 1 1 1 " 0 - 9 ' FIN. ELEV. (SECOND) T.O.P. FIN. ELEV. (MAIN) FRONT PORCH CH = EXISTING MASTER BATHROOM TOILET CH = 8'-11 1/4" STAIR CHASE 12 3 FOYER CH = 9'-0" KITCHEN CH = 8'-10" COVERED PATIO CH = 9'-0" CRAWL SPACE CRAWL SPACE CRAWL SPACE CRAWL SPACE BUILDING SECTION Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 A5.1 " 2 1 1 - 1 ' " 0 1 - 8 ' FIN. ELEV. (SECOND) T.O.P. FIN. ELEV. (MAIN) 1 2 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O T C E S G N D L I U B I Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A4.0 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I ATTIC CABANA CH = VARIES BEARING HGT. BEARING HGT. FIN. ELEV. (CABANA) FIN. ELEV. (CABANA) " 6 - 1 1 ' BUILDING SECTION Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 A5.0 " 0 - 0 1 ' BRG. HGT. T.O.P. FIN. ELEV. (GYM) FIN. ELEV. (CABANA) BUILDING SECTION Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") ATTIC ATTIC ATTIC GYM CH = 10'-0" 1 2 2 A5.0 BRG. HGT. T.O.P. CABANA CH = VARIES " 6 - 1 1 ' FIN. ELEV. (GYM) FIN. ELEV. (CABANA) Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O T C E S G N D L I U B I Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A4.1 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I  COMPOSITION SHINGLES OVER UNDERLAYMENT ON DECKING INSULATION BAFFLE RAFTER TIE REF. STRUC. DWGS. A A6.0 12 DRIP EDGE FLASHING 7 ROOF JOIST REF. STRUC. DWGS. MIN R-38 ROOF INSULATION AT ATTIC CEILING JOIST REF. STRUC. DWGS. BRG. HGT. CLG. HGT. ROOF & CEILING JOIST REF. STRUC. DWGS. "V"-GROOVE WOOD CEILING EXPOSED CEDAR RAFTERS COMPOSITION SHINGLES OVER UNDERLAYMENT ON DECKING 12 7 RAFTER TIE REF. STRUC. DWGS. B A6.0 BRG. HGT. BRG. HGT. BRG. HGT. " 4 1 0 1 P.T. 2x8 FASCIA BOARD CLG. HGT. FIBER CEMENT SOFFIT PANEL SOFFIT LEDGER & NAILERS P.T. FRIEZE BOARD TRIM GUTTER & DOWNSPOUT WIN. HEAD FLASHING " 0 - 0 1 ' DOOR REF. SCHDL. 4 1'-0" CROWN MOLDING REF. FIN. SCHEDULE DBL. TOP PLATE GYPSUM BOARD CLG DOOR HEADER REF. STRUC. DWGS. GYM 5 12 P.T. EXT. TRIM WOOD BLOKING AS REQ'D. WRAPPED WOOD CLAD BEAM CABANA WRAPPED WOOD CLAD COLUMN DRIP EDGE FLASHING P.T. 2x8 FASCIA BOARD FIBER CEMENT SOFFIT PANEL SOFFIT LEDGER & NAILERS P.T. FRIEZE BOARD TRIM LVL BEAM REF. STRUC. DWGS. GUTTER & DOWNSPOUT " 4 1 5 - 1 1 ' SPLASH BLOCK T.O.C. . I N M " 4 D/E A6.0 LOCATION OF CANTILIEVERS BEAM REF. STRUC. DWGS. FINISH FLOOR W/ BASE REF. FIN. SCHEDULE T.O.C. CONCRETE FOUNDATION REF. STRUC. DWGS. W.P. MEMBRANE COMPACTED FILL REF. STRUC. DWGS. EXISTING UNDISTURBED SOIL T.O.C. FINISH FLOOR W/ BASE REF. FIN. SCHEDULE CONCRETE FOUNDATION REF. STRUC. DWGS. W.P. MEMBRANE COMPACTED FILL REF. STRUC. DWGS. . I N M " 4 SPLASH BLOCK T.O.C. EXISTING UNDISTURBED SOIL C A6.0 WALL SECTION Scale 3/4" = 1'-0" (TABLOID:Scale 3/8" = 1'-0") 1 WALL SECTION Scale 3/4" = 1'-0" (TABLOID:Scale 3/8" = 1'-0") 2 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O T C E S L L A W Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A5.0 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I 1 BASE FLASHING METAL ROOF OVER UNDERLAYMENT ON DECKING 12 3 2x LEDGER BOARD JOIST HANGER REF. STRUC. DWGS. EXISTING CONST. PROTECT AS REQ'D. . V F . " 0 - 3 ± ' CHASE ROOF JOIST REF. STRUC. DWGS. TRANSITION FLASHING 2x LEDGER BOARD JOIST HANGER REF. STRUC. DWGS. METAL ROOF OVER UNDERLAYMENT ON DECKING MIN R-38 ROOF INSULATION AT ATTIC EXISTING CONST. PROTECT AS REQ'D. 1 "V"-GROOVE WOOD CEILING P.T. TRIM ROOF & CEILING JOIST REF. STRUC. DWGS. P.T. TRIM A A6.1 DOOR HEADER REF. STRUC. DWGS. DOOR HEAD FLASHING KITCHEN COVERED PATIO DOOR REF. SCHDL. F A6.0 DRIP EDGE FLASHING GUTTER & DOWNSPOUT P.T. 2x12 FASCIA BOARD CLG. HGT. BEAM BRG.HGT. 4 " FIBER CEMENT SOFFIT PANEL SOFFIT LEDGER & NAILERS LVL BEAM REF. STRUC. DWGS. " 8 - 8 ' WRAPPED WOOD CLAD COLUMN . I N M " 2 1 1 FINISH FLOOR REF. FIN. SCHEDULE T.O.C. EXISTING CONST. PROTECT AS REQ'D. B A6.1 PIER & BEAM FOUNDATION REF. STRUC. DWGS. COMPACTED FILL REF. STRUC. DWGS. C A6.1 WALL SECTION Scale 3/4" = 1'-0" (TABLOID:Scale 3/8" = 1'-0") 1 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O T C E S L L A W Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A5.1 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I SECTION DETAIL Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") A SECTION DETAIL Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") B SECTION DETAIL Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") C ROOF DECKING ROOF JOIST REF. STRUC. DWGS. INSULATION BAFFLE BETWEEN JOIST PEEL & STICK UNDERLAYMENT CEILING JOIST REF. STRUC. DWGS. T & G V-GROOVE WOOD CEILING EXPOSED CEDAR RAFTERS JOIST TIE REF. STRUC. DWGS. CEILING JOIST REF. STRUC. DWGS. MIN. R-38 INSULATION @ ATTIC SPACES GYPSUM BOARD CEILING RIM BOARD CROWN MOLDING REF. FIN. SCHDL. DOUBLE TOP PLATE 2x6 WOOD STUDS @ 16" O.C. GYPSUM BOARD ROOF DECKING ROOF JOIST REF. STRUC. DWGS. JOIST TIE REF. STRUC. DWGS. DOUBLE TOP PLATE P.T. EXT. TRIM WOOD CLADING EXTERIOR SHREATHING WOOD BLOCKING AS REQ'D. WRAPPED WOOD CLAD COLUMN DRIP EDGE FLASHING SHINGLE ROOF NON COMBUSTIBLE METAL GUTTER W/ GUTTER GUARDS & DOWNSPOUT P.T. 2x8 FASCIA BOARD VENTED SOFFIT PANEL SOFFIT LEDGER & NAILERS 1'-0" EXTERIOR FRIEZE BOARD TRIM STUCCO J-MOLD TRIM EXTERIOR SHREATHING R-19 WALL INSULATION 2 LAYERS CONTINUOUS WRB 3 COAT ACRYLIC STUCCO ON SELF FURRING LATH PEEL & STICK UNDERLAYMENT LEUDER STONE FINISH FLOOR SHINGLE ROOF DRIP EDGE FLASHING NON COMBUSTIBLE METAL GUTTER W/ GUTTER GUARDS & DOWNSPOUT P.T. 2x8 FASCIA BOARD VENTED SOFFIT PANEL SOFFIT LEDGER & NAILERS FOUNDATION REF. STRUC. DWGS. VAPOR BARRIER COMPACTED FILL EXISTING UNDISTURBED SOIL 1'-0" EXTERIOR FRIEZE BOARD TRIM LVL BEAM REF. STRUC. DWGS. 3 COAT ACRYLIC STUCCO ON SELF FURRING LATH NON COMBUSTIBLE METAL DOWNSPOUT W/ SPLASHBLOCKS . I N M " 4 DOOR - REF. DOOR SCHDL. DOOR SILL FINISH FLOOR EXTERIOR SHREATHING 2 LAYERS CONTINUOUS WRB 3 COAT ACRYLIC STUCCO ON SELF FURRING LATH WEEP SKREED FLASHING NON COMBUSTIBLE METAL DOWNSPOUT W/ SPLASHBLOCKS . I N M " 4 R-19 WALL INSULATION 2x6 WOOD STUDS @ 16" O.C. GYPSUM BOARD P.T. BASE PLATE W/ ANCHOR BOLT REF. STRUC DWGS. BASE " 4 FINISH FLOOR FOUNDATION REF. STRUC. DWGS. VAPOR BARRIER COMPACTED FILL EXISTING UNDISTURBED SOIL CLASS 'A' STANDING SEAM METAL ROOF PEEL & STICK UNDRERLAYMENT ROOF DECKING ROOF JOIST REF. STRUC. DWGS. CEILING JOIST REF. STRUC. DWGS. T & G V-GROOVE WOOD CEILING P.T. 1x4 TRIM BOARD FOUNDATION REF. STRUC. DWGS. VAPOR BARRIER COMPACTED FILL EXISTING UNDISTURBED SOIL SECTION DETAIL Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") D SECTION DETAIL Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") E SECTION DETAIL Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") FOUNDATION REF. STRUC. DWGS. JOIST TIE REF. STRUC. DWGS. Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A S L I A T E D N O T C E S I Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I DRIP EDGE FLASHING NON COMBUSTIBLE METAL GUTTER W/ GUTTER GUARDS P.T. 2x8 FASCIA BOARD SOFFIT LEDGER & NAILERS 2'-0" EXTERIOR FRIEZE BOARD TRIM FIBER CEMENT SOFFIT PANEL LVL BEAM REF. STRUC. DWGS. EXTERIOR SHREATHING WOOD CLADING WOOD COLUMN W/ APPLIED TRIM REF. STRUC. DWGS. MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - F A6.0 CLASS 'A' STANDING SEAM METAL ROOF PEEL & STICK UNDRERLAYMENT ROOF DECKING ROOF JOIST REF. STRUC. DWGS. EXISTING ROOF STRUCTURE P.T. 1x4 TRIM BOARD SHIP-LAP SIDING OVER RAINSCREEN CONTINUOUS WRB EXTERIOR SHEATHING EXISTING ROOF STRUCTURE TRANSFER FLASHING ROOF JOIST REF. STRUC. DWGS. JOIST HANGERS REF. STRUC. DWGS. CEILING JOIST REF. STRUC. DWGS. T & G V-GROOVE WOOD CEILING FINISH FLOOR EXISTING CONSTRUCTION DOOR - REF. SCHDL. DOOR SILL SILL FLASHING T&G DECK BOARD WRAPPED WOOD CLAD COLUMN T&G DECK BOARD RIM BOARD P.T. 2x10 FASCIA BOARD LEDGER BOARD REF. STRUC. DWGS. FLOOR JOIST REF STRUC. DWGS. JOIST HANGER REF STRUC. DWGS. FLOOR JOIST REF STRUC. DWGS. FOUNDATION PIER REF. STRUC. DWGS. SECTION DETAIL Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") A SECTION DETAIL Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") B SECTION DETAIL Scale 1 1/2" = 1'-0" (TABLOID:Scale 3/4" = 1'-0") C Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A S L I A T E D N O T C E S I Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A6.1 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I 7" CROWN ARCHTRAVE OVER CROWN 3.5" CASING 3.5" CASING ARCHTRAVE OVERCROWN SCONCES, 78" AFF CABINETRY: - FLUSH INSET, - RASIED PANEL, - PAINTED " 6 - 7 ' OPEN TO FAMILY ROOM OPEN TO ENTRY " 6 - 7 ' OPEN TO BUTLER PANTRY " 0 1 - 8 ' " 6 - 1 ' 11'-111 2" 2" 10'-91 SLAB STONE COUNTERTOP 3'-0" SLAB STONE SILL MICRO TRASH DW KITCHEN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") PANEL READY APPLIANCES, TYP. 8.5" PLINTH 8" BASE A 2'-6" 1'-5" 1'-81 2" 2'-8" 2'-41 2" 2'-0" B 10'-03 4" C D 4'-0" STONE COUNTERTOP & FULL BACKSPLASH BOCCI OUTLETS, TYPICAL IN STONE 1 TURNED LEGS, OSBORNE #248858 B ISLAND Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 2 SCONCES, 66" AFF TYP. 9'-0" AFF DECORATIVE HVAC GRILLS NEW PANELING ABOVE EXISTING WAINSCOT. - ALIGN TO EXISTING BELOW. - TOP EDGE TO ALIGN W. WINDOW CASING AS SHOWN 2.5" CASING TO MATCH EXISTING WIDTH ARCHTRAVE OVER CROWN 3.5" CASING, OR TO MATCH EXISTING WIDTH OPEN SHELVING " 3 - 1 ' " 0 - 1 ' " 0 - 1 ' " 0 - 3 ' A 2.25" CASING, FLOATED TO 1.5" DEEP TO SIT PROUD OF STONE SPLASH 8'-10" AFF BOCCI OUTLETS, TYPICAL IN STONE OPEN TO FAMILY ROOM " 0 - 7 ' A 3'-61 4" 6'-0" 3'-61 4" B LIVING ROOM Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") EXISTING CASED OPENING TO BE RELOCATED TO CENTER OF WALL EXISTING PANELING TO BE CUT AND SALVAGED FOR REUSE AS SHOWN EXISTING FIREPLACE SURROUND, PAINTED C EXISTING BASE TO REMAIN, SALVAGE AS NEEDED EXISTING WAINSCOT TO REMAIN, SALVAGE AS NEEDED D RAISE OPENING HEIGHT EXISTING PANELING TO BE CUT AND SALVAGED FOR REUSE AS SHOWN 3 ARCHTRAVE OVERCROWN 2.25" CASING OR TO MATCH EXISTING WIDTH OPEN TO FOYER " 6 - 7 ' 4 3.5" CASING, OR TO MATCH EXISTING WIDTH 3.5" CASING, OR TO MATCH EXISTING WIDTH 9'-0" AFF ARCHTRAVE OVER CROWN NEW PANELING ABOVE EXISTING WAINSCOT. - ALIGN TO EXISTING BELOW. - TOP EDGE TO ALIGN W. WINDOW CASING AS SHOWN OPEN TO BUTLER " 6 - 7 ' OPEN TO FOYER " 6 - 7 ' A RAISE OPENING HEIGHT B RAISE OPENING HEIGHT C D EXISTING BOOKSHELF EXISTING BOOKSHELF DINING ROOM Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 7" CROWN SCONCE, 89" AFF 8'-10 1/2" AFF NEW CASING, 2.25" WAINSCOT, PAINTED NEW CASING, 3.5" TILE AT INTERIOR EDGE OF PASSTHRU FULL HEIGHT TILE IN SHOWER 3.5" WOOD CASING AT SHOWER ENTRANCE, PAINTED NEW CASING, 2.5" NEW CASING, 3.5" 8'-7" AFF 7" CROWN APPLIED MOLDING 1" BEVELED SHEET MIRROR INSET IN MOLDING PANEL NEW CASING, 3.5" 5'-6" AFF WAINSCOT 24 X 38 DOOR TO BED 1 I T E S M R T R E W O 4 H - S 1 2 & T 4 S 4 S H S I 1 R A T T U A R - K B B P 3'-0" AFF BOTTOM PANEL K N I S M O S 4 O R - 9 R I O 3 H 2 M T 2 E A - M K B A PANEL CENTERED ON VANITY B 8" BASE C D BOTTOM ROW TILE VERTICAL STACK 4" CURB, TILE FRONT W/ SLAB STONE TOP EDGE A 8" BASE B D C PANELING CENTERED ON VANITY (GUEST) BATH 1 Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 5 POWDER ROOM Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 6 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O T A V E L E R O R E T N I I Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A7.0 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I STORAGE FOR HAMPERS NEW CASING, 2.25" 8'-7" AFF NEW CASING, 3.5" 7" CROWN HANGBARS, BOTTOM BAR TO BE REMOVABLE 4'-10" AFF BENCH BACK 3" CUSHION OPEN UNDER BENCH " 0 - 3 ' " 0 - 3 ' " 6 - 6 ' CABINETRY: - FLUSH INSET, - INTERNAL DIVIDERS - SHAKER, - PAINTED VENTILATION HOLES 6" V-GROOVE 30" REFRIGERATOR DOOR TO EXTERIOR DOOR TO LAUNDRY NEW CASING, 3.5" 6" V-GROOVE SCONCE, 60" AFF NEW CASING, 3.5" NEW CASING, 3.5" 8'-7" AFF CABINETRY: - FLUSH INSET, - SHAKER, - PAINTED 7" CROWN Revisions By A 4'-4" 2'-3" 4'-0" B THRU WALL DOG DOOR C 4.5" BASE, THROUGHOUT PANEL READY APPLICANCE 4.5" BASE, THROUGHOUT D MUDROOM Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 6.5" PLINTH 1 LAUNDRY Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") A C D B SLAB STONE SPLASH 4.5" BASE, THROUGHOUT 4.5" BASE, THROUGHOUT 2 W/D " 0 - 2 ' " 0 - 3 ' 4 BARREL VAULT 5.5" CROWN 3.5" CASING, OVER CROWN PANEL READY APPLIANCE, TYP 8'-0" AFF CABINETRY: - FLUSH INSET, - RASIED PANEL, - MIRROR INSERTS AS SHOWN - PAINTED 3.5" CASING, OVER CROWN ANTIQUE MIRROR 1 2" GLASS SHELVES DECORATIVE BRASS ROD & FINIALS OPEN TO KITCHEN " 6 - 7 ' A BUTLER / BAR Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") FRIG / FREEZER OPEN TO DINING OPEN TO PANTRY HALL " 6 - 1 ' TRASH B STONE COUNTERTOP & FULL BACKSPLASH EQ. EQ. EQ. C PANEL READY APPLICANCE E " 3 - 1 ' ' " 0 - 1 " 0 - 1 ' " 8 - 1 ' " 0 - 3 ' D ICE NEW CASING, 2.25" BARREL VAULT DOOR TO PANTRY 8.5" PLINTH 8" BASE 3 SLAB STONE AT SHOWER THRESHOLD 7" CROWN NEW TILE THROUGHOUT NEW HEADER AT SHOWER SLAB STONE AT SHOWER THRESHOLD SCONCES, 60" AFF NEW CASING, 2.5" SLAB STONE SILL 8'-11 1/4" AFF BULLNOSE TRIM EDGE AT TOP 42" AFF TILE OPEN TO SHOWER/ WC OPEN TO VANITY I T E S M R T R E W O 4 H - S 1 2 & T 4 S 4 S H S I 1 R A T T U A R - K B B P I T E S M R T R E W O 4 H - S 1 2 & T 4 S 4 S H S I 1 R A T T U A R - K B B P DOOR TO HALL 20 X 38 " 4 R E B E M M L U T A A N C N I U L R E E D E D D T O A O A R R M M T P 3 0 1 - 2 ' A B BATHROOM 2 Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") C NEW GLASS DOOR AS NEEDED SLAB STONE AT SHOWER CURB TILE AT SHOWER CURB 4'-3" D CABINETRY: - FLUSH INSET - SHAKER - PAINTED E NEW TILE THROUGHOUT F SLAB STONE AT SHOWER ENTRY 3.5" CASING 7" CROWN 8'-11 1/4" AFF 3.5" CASING FULL HEIGHT TILE IN SHOWER SLAB STONE SURROUND MIRROR IN PANEL RECESSED MEDICINE CABINET RECESSED MEDICINE CABINET NEW CASING, 2.5" SCONCES 63" AFF APPLIED MOLDING THROUGHOUT SLAB STONE SURROUND LINEN DOOR TO WC " 8 - 7 ' A MASTER BATHROOM Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") DOOR TO PRIMARY BED 6" BACKSPLASH FREESTANDING LINEN CABINET B 6" STONE BASE, TYP C CABINETRY: - FLUSH INSET - RASIED PANEL - PAINTED 3'-9" 2'-7" 3'-10" CENTER VANITY ON WINDOW - GROMMET IN COUNTEROP TO POWER BELOW D MIRROR INSET INTO MOLDING FREESTANDING 16" LINEN CABINET 5 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O T A V E L E R O R E T N I I Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A7.1 7" CROWN NEW CASING, 3.5" 3.5" CASING NEW CASING, 3.5" EXISTING CABINETRY REMOVED 3.5" CASING ARCHTRAVE OVERCROWN 3.5" CASING ARCHTRAVE BUILT OVER CROWN 3.5" CASING NEW CASING, 3.5" DOOR TO BED 1 " 0 - 7 ' OPEN TO LIVING ROOM OPEN TO KITCHEN " 6 - 7 ' A 8.5" PLINTH B C D NEW BASE, 8" 1 65" TV " 0 - 8 ' " 6 - 2 ' NEW BASE, 8" NEW APPLIED MOLDING PLASTER RANGE HOOD 65" TV FAMILY ROOM Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") PLASTER FIREPLACE SURROUND GAS SCONCES, 72" AFF PLASTER BENCH W CUSHION A " 0 - 3 ' " 0 - 3 ' CABANA Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 2 B PLASTER OPEN SHELVING 5.5" CROWN 3.5" CASING OPEN OPEN OPEN OPEN " 0 - 6 ' A 2'-0" 3'-2" 4'-8" 2'-10" B 6'-0" C 3'-4" 3'-4" D 6'-0" MASTER CLOSET Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 3 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I S N O T A V E L E R O R E T N I I Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - A7.2 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I LEGEND: HB GAS WTR HOSE BIB GAS ACCESS VALVE WATER ACCESS VALVE PUSH BUTTON SWITCH DUPLEX WALL RECEPTACLE LOCATED 15" O.C. ABOVE F.F., U.N.O. QUAD WALL RECEPTACLE LOCATED 15" O.C. ABOVE F.F., U.N.O. DUPLEX WALL RECEPTACLE W/ USB LOCATED 15" O.C. ABOVE F.F., U.N.O. DUPLEX WALL RECEPTACLE WITH HEIGHT AND GFCI INFORMATION NOTES QUADRUPLEX WALL RECEPTACLE WITH HEIGHT AND GFCI INFORMATION NOTES WATERPROOF DUPLEX WALL RECEPTACLE LOCATED 15" O.C. ABOVE F.F., U.N.O. APPLIANCE POWER, REFERENCE APPLIANCE SPECS FOR POWER REQUIREMENTS USB +42" GFI +42" GFI WP GFI APP HALF-HOT DUPLEX WALL OUTLET HALF-HOT DUPLEX FLOOR /COUNTER OUTLET DUPLEX FLOOR OUTLET "CBUS" OUTLET DEFINED AS CABLE, GIGABIT ETHERNET, TELEPHONE TELEPHONE OR DATA FLOOR OUTLET, USE CAT6 CABLE WALL SWITCH WALL DIMMER SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DOOR SWITCH OCCUPANCY SWITCH TIMER SWITCH SMOKE AND CARBON MONOXIDE DETECTOR/ALARM NOTE: SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING, SHALL BE INTERCONNECTED AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. WALL-MOUNTED LIGHT FIXTURE CEILING-MOUNTED LIGHT FIXTURE CEILING-MOUNTED PENDANT LIGHT FIXTURE HEAVY CEILING-MOUNTED PENDANT LIGHT FIXTURE (ADD BLOCKING) 4" (UNO) RECESSED CAN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) 4" RECESSED CAN LIGHT FIXTURE - WET LOCATION (MUST SUPPORT LED LIGHTS) DIRECTION DOWN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) WALL MOUNTED HIGH EFFICIENCY LUMINAIRE W/ MOTION SENSOR WALL MOUNTED HIGH EFFICIENCY LUMINAIRE WALL SCONCE FLUORESCENT STRIP LIGHT/ OVER-UNDER CABINET LIGHT RECESSED VENT FAN CAPABLE OF PROVIDING 5 AIR CHANGES/HR FLUORESCENT LIGHT SECURITY FLOOD LIGHT POWERED EXHAUST HOOD GARBAGE DISPOSAL THROUGH-WALL VENT FAN ELECTRIC GARAGE DOOR OPENER THERMOSTAT VIDEO DOOR CHIME SECURITY PANEL 24" RECESSED STAIR LIGHT CEILING FAN CEILING FAN/LIGHT COMBO DATA S S S S D 3 4 S DS S S O T S C S/C P HP WET M E H G T S FD EM EP GM FUSED DISCONNECT - SIZE PER MANU. REQ'D. ELECTRIC METER ELECTRIC PANEL GAS METER ELECTRICAL GENERAL NOTES: CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND PROVIDE LABOR AND MATERIALS PERTAINING TO THE ELECTRICAL SYSTEM AS REQUIRED IN CONSTRUCTION DOCUMENTS WHILE COMPLYING WITH ALL APPLICABLE BUILDING CODES, LOCAL UTILITY REQUIREMENTS AND BUILDING RESTRICTIONS. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS SHALL BE A MAXIMUM OF 48 INCHES ABOVE THE FLOOR. THIS MEASUREMENT IS FROM THE TOP OF THE DEVICE OR BOX TO THE UNFINISHED FLOOR AT ROUGH INSPECTION. OUTLETS MUST BE A MINIMUM OF 15 INCHES ABOVE THE FLOOR. THIS MEASUREMENT IS FROM THE BOTTOM OF THE DEVICE OR BOX TO THE UNFINISHED FLOOR AT ROUGH INSPECTION. FLOOR OUTLETS ARE AN ACCEPTABLE ALTERNATIVE WHERE INSTALLATION OF COMPLIANT WALL OUTLETS IS NOT FEASIBLE. PROVIDE SMOKE ALARMS - HARD WIRED, INTERCONNECTED, BATTERY BACKUP, AT EACH SLEEPING ROOM AND IMMEDIATE COMMON AREA OUTSIDE OF SLEEPING ROOMS. IF APPLICABLE, ON EACH ADDITIONAL STORY INCLUDING BASEMENTS AND HABITABLE ATTICS. IN ACCORDANCE WITH IRC SEC R314 PROVIDE CARBON MONOXIDE ALARM - HARD WIRED WITH BATTERY BACKUP, INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND/OR HAVE AN ATTACHED GARAGE. IN ACCORDANCE WITH IRC SEC R315" ALL LIGHT FIXTURES LED OR HIGH EFFICACY U.N.O. AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. OUTDOOR LIGHTING- ALL LUMINARIES MOUNTED TO THE BUILDING SHALL BE HIGH EFFICACY OR SHALL BE CONTROLLED BY A PHOTO-CONTROL / MOTION SENSOR. ALL LIGHTS RECESSED INTO INSULATED CEILINGS MUST BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) AND ARE CERTIFIED AIRTIGHT TO ASTM E283 AND LABELED AS AIRTIGHT (AT) TO LESS THAN 2.0 CFM @ 75 PASCALS. ALL CEILING FANS WITH LIGHT KITS SHALL HAVE SEPARATE SWITCHES FOR LIGHTS AND FAN CONTROL. HEAVY PENDANTS AND CEILING FANS LOCATIONS SHALL RECEIVE BLOCKING AS REQUIRED TO PROVIDE SOLID ANCHOR FOR FIXTURES. E U W E U W E U W COVERED PATIO CH = 8'-10" KITCHEN CH = 8'-10" P P BOCCI OUTLETS IN STONE, TYP. TO CABANA LIGHTS R T W S S 3/D D S S S 3/D 3/D 3/D APP G APP GARBAGE DISPOSAL DISHWASHER +40" GFI BOCCI B H S S S 3/D 3/D D Y R D N U A L ' " 7 - 8 = H C S APP +40" GFI BOCCI MICROWAVE +40" GFI BOCCI +42" GFI EP 3/D 3/D S S MUDROOM CH = 8'-7" ATTIC ACCESS GFI +42" GFI +42" GFI +42" P P P 3/D 3/D S S FRIG/FREEZE APP R T W R E H S A W R E Y R D APP APP 3/D 3/D 3/D S S S S APP WTR GAS H WTR S +40" GFI BOCCI FAMILY CH = VARIES CH = 9'-1 3/4" P P CH = 8'-0" RELOCATE EXISTING A/C UNITS FD WP GFI FD MECH +36" +36" BATH 1 CH = 8'-10 5/8" CLOSET 1 CH = 8'-10 5/8" WET D S S D S D S BEDROOM 1 CH = 8'-9 3/4" INSTALL SALVAGED FIXTURE FROM FAMILY ROOM STUDY CH = 8'-7" S 3/D S S 3/D 3/D E Z E E R F / G R F I APP WTR S DS STORAGE +66" +66" P 4/D 3/D 3/D S S S 3/D S TV D S 3/D S S D S D HALL CH = 8'-7" S D P POWDER CH = 8'-7" MECH. PANTRY CH = 8'-0" BUTLER'S PANTRY CH = 8'-0" +42" GFI ICE +42" GFI 3/D 3/D S S APP WTR +42" GFI LIGHTING PANEL RECESSED INTO CEILING ABOVE BAR STAIRS CH = VARIES LIVING CH = 9'-0" DINING CH = 9'-0" FOYER CH = 9'-0" D D S S NEW CEILING MEDALLION @ EXISTING LIGHT FXTURE NEW CEILING MEDALLION @ EXISTING LIGHT FXTURE NEW CEILING MEDALLION @ EXISTING LIGHT FXTURE FRONT PORCH CH = EXISTING FIRST FLOOR ELECTRICAL PLAN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I N A L P L A C R T C E L E R O O L F T S R I F I Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - E1.0 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I LEGEND P HP E M G WALL-MOUNTED LIGHT FIXTURE CEILING-MOUNTED LIGHT FIXTURE CEILING-MOUNTED PENDANT LIGHT FIXTURE HEAVY CEILING-MOUNTED PENDANT LIGHT FIXTURE (BLOCKING REQ'D.) 4" (UNO) RECESSED CAN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) WET 4" RECESSED CAN LIGHT FIXTURE - WET LOCATION (MUST SUPPORT LED LIGHTS) DIRECTION DOWN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) WALL MOUNTED HIGH EFFICIENCY LUMINAIRE SCONCE WALL MOUNTED HIGH EFFICIENCY LUMINAIRE SCONCE W/ MOTION SENSOR WALL MOUNTED GAS LUMINAIRE LED STRIP LIGHT/ OVER-UNDER CABINET LIGHT 1x4 / 2x4 LED LIGHT SECURITY FLOOD LIGHT CEILING FAN (BLOCKING REQ'D.) CEILING FAN/LIGHT COMBO (BLOCKING REQ'D.) RECESSED VENT FAN CAPABLE OF PROVIDING 5 AIR CHANGES/HR S C S/C SMOKE AND CARBON MONOXIDE DETECTOR/ALARM NOTE: SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING, SHALL BE INTERCONNECTED AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. GENERAL NOTES: REFERENCE ELECTRICAL PLANS AND INTERIOR AND EXTERIOR ELEVATIONS FOR ADDITIONAL NOTE. DIMENSIONS ARE TO CENTERLINE OF FIXTURE TO CENTERLINE OF FIXTURE AND FROM FACE OF STUD FRAMING MEMBER TO CENTERLINE OF FIXTURE. UNLESS OTHERWISE NOTED. FIELD VERIFY WALL MOUNTED FIXTURE HEIGHT WITH FIXTURE SELECTION. PROVIDE SOLID BLOCKING IN CEILING AT ALL CEILING FAN AND PENDENT LIGHT LOCATIONS. IF LIGHTING LAYOUT REQUIRES ALTERATION DUE TO CONFLICT OF GREATER THAN 12" NOTIFY ARCHITECT FOR NEW LIGHTING LAYOUT. 8'-0" 8'-0" 4'-0" 6'-101 2" 6'-101 2" 1'-0" E U W E U W E U W " 6 - 4 ' 2'-3" +66" " 0 - 3 ' " 2 - 2 ' " 2 - 2 ' MUDROOM CH = 8'-7" 6'-81 2" 2'-01 2" LAUNDRY CH = 8'-7" 1'-8" 3'-41 2" P P P " 2 1 0 - 3 ' " 2 - 2 ' " 2 - 2 ' 3'-2" 4'-0" 2'-3" 1'-7" " 0 - 2 ' " 6 - 2 ' COVERED PATIO CH = 8'-10" 4'-21 2" 5'-0" 5'-0" 5'-0" KITCHEN CH = 8'-10" " 2 1 6 - 3 ' SCONCE UP 66" A.F.F. P P STUDY CH = 8'-7" HALL CH = 8'-7" 1'-51 2" 5'-0" 5'-0" " 5 - 2 ' 3'-3" MECH. PANTRY CH = 8'-0" P POWDER CH = 8'-7" BUTLER'S PANTRY CH = 8'-0" " 0 - 4 ' " 2 1 4 - 2 ' " 3 - 6 ' " 3 - 6 ' " 3 - 6 ' " 1 1 - 1 ' P P CH = 8'-0" " 1 - 7 ' " 9 - 1 ' 2'-10" " 0 1 - 1 ' STORAGE 4'-2" +66" +66" 4'-2" STAIRS CH = VARIES LIVING CH = 9'-0" 4'-2" +89" " 6 - 1 ' CLOSET 1 CH = 8'-10 5/8" 2'-4" " 8 - 2 ' MECH BATH 1 CH = 8'-10 5/8" 1'-6" 3'-2" 1'-93 4" 2'-0" " 0 - 2 ' " 4 1 7 " 7 - 1 ' 1'-3" 10'-6" 2'-6" 1'-10" " 6 - 3 ' WET " 0 1 - 1 ' BEDROOM 1 CH = 8'-9 3/4" 5'-3" P " 8 - 4 ' " 8 - 9 ' " 5 - 2 ' DINING CH = 9'-0" FOYER CH = 9'-0" FRONT PORCH CH = EXISTING FIRST FLOOR REFLECTED CEILING PLAN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path N Austin, TX 78703 A L P G N I L I E C D E T C E L E F E R R O O L F T S R I F I MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - E1.1 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I LEGEND: HOSE BIB GAS ACCESS VALVE WATER ACCESS VALVE GAS WTR PUSH BUTTON SWITCH DUPLEX WALL RECEPTACLE LOCATED 15" O.C. ABOVE F.F., U.N.O. QUAD WALL RECEPTACLE LOCATED 15" O.C. ABOVE F.F., U.N.O. DUPLEX WALL RECEPTACLE W/ USB LOCATED 15" O.C. ABOVE F.F., U.N.O. DUPLEX WALL RECEPTACLE WITH HEIGHT AND GFCI INFORMATION NOTES QUADRUPLEX WALL RECEPTACLE WITH HEIGHT AND GFCI INFORMATION NOTES WATERPROOF DUPLEX WALL RECEPTACLE LOCATED 15" O.C. ABOVE F.F., U.N.O. APPLIANCE POWER, REFERENCE APPLIANCE SPECS FOR POWER REQUIREMENTS USB +42" GFI +42" GFI WP GFI APP HALF-HOT DUPLEX WALL OUTLET HALF-HOT DUPLEX FLOOR /COUNTER OUTLET DUPLEX FLOOR OUTLET "CBUS" OUTLET DEFINED AS CABLE, GIGABIT ETHERNET, TELEPHONE TELEPHONE OR DATA FLOOR OUTLET, USE CAT6 CABLE WALL SWITCH WALL DIMMER SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DOOR SWITCH OCCUPANCY SWITCH TIMER SWITCH SMOKE AND CARBON MONOXIDE DETECTOR/ALARM NOTE: SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING, SHALL BE INTERCONNECTED AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. WALL-MOUNTED LIGHT FIXTURE CEILING-MOUNTED LIGHT FIXTURE CEILING-MOUNTED PENDANT LIGHT FIXTURE HEAVY CEILING-MOUNTED PENDANT LIGHT FIXTURE (ADD BLOCKING) 4" (UNO) RECESSED CAN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) 4" RECESSED CAN LIGHT FIXTURE - WET LOCATION (MUST SUPPORT LED LIGHTS) DIRECTION DOWN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) WALL MOUNTED HIGH EFFICIENCY LUMINAIRE W/ MOTION SENSOR WALL MOUNTED HIGH EFFICIENCY LUMINAIRE WALL SCONCE FLUORESCENT STRIP LIGHT/ OVER-UNDER CABINET LIGHT RECESSED VENT FAN CAPABLE OF PROVIDING 5 AIR CHANGES/HR FLUORESCENT LIGHT SECURITY FLOOD LIGHT POWERED EXHAUST HOOD GARBAGE DISPOSAL THROUGH-WALL VENT FAN ELECTRIC GARAGE DOOR OPENER THERMOSTAT VIDEO DOOR CHIME SECURITY PANEL 24" RECESSED STAIR LIGHT CEILING FAN CEILING FAN/LIGHT COMBO data S S d S 3 S 4 S ds S S o t S C S/C P HP WET M E H G T S FD EM EP GM FUSED DISCONNECT - SIZE PER MANU. REQ'D. ELECTRIC METER ELECTRIC PANEL GAS METER ELECTRICAL GENERAL NOTES: CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND PROVIDE LABOR AND MATERIALS PERTAINING TO THE ELECTRICAL SYSTEM AS REQUIRED IN CONSTRUCTION DOCUMENTS WHILE COMPLYING WITH ALL APPLICABLE BUILDING CODES, LOCAL UTILITY REQUIREMENTS AND BUILDING RESTRICTIONS. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS SHALL BE A MAXIMUM OF 48 INCHES ABOVE THE FLOOR. THIS MEASUREMENT IS FROM THE TOP OF THE DEVICE OR BOX TO THE UNFINISHED FLOOR AT ROUGH INSPECTION. OUTLETS MUST BE A MINIMUM OF 15 INCHES ABOVE THE FLOOR. THIS MEASUREMENT IS FROM THE BOTTOM OF THE DEVICE OR BOX TO THE UNFINISHED FLOOR AT ROUGH INSPECTION. FLOOR OUTLETS ARE AN ACCEPTABLE ALTERNATIVE WHERE INSTALLATION OF COMPLIANT WALL OUTLETS IS NOT FEASIBLE. PROVIDE SMOKE ALARMS - HARD WIRED, INTERCONNECTED, BATTERY BACKUP, AT EACH SLEEPING ROOM AND IMMEDIATE COMMON AREA OUTSIDE OF SLEEPING ROOMS. IF APPLICABLE, ON EACH ADDITIONAL STORY INCLUDING BASEMENTS AND HABITABLE ATTICS. IN ACCORDANCE WITH IRC SEC R314 PROVIDE CARBON MONOXIDE ALARM - HARD WIRED WITH BATTERY BACKUP, INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND/OR HAVE AN ATTACHED GARAGE. IN ACCORDANCE WITH IRC SEC R315" ALL LIGHT FIXTURES LED OR HIGH EFFICACY U.N.O. AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. OUTDOOR LIGHTING- ALL LUMINARIES MOUNTED TO THE BUILDING SHALL BE HIGH EFFICACY OR SHALL BE CONTROLLED BY A PHOTO-CONTROL / MOTION SENSOR. ALL LIGHTS RECESSED INTO INSULATED CEILINGS MUST BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) AND ARE CERTIFIED AIRTIGHT TO ASTM E283 AND LABELED AS AIRTIGHT (AT) TO LESS THAN 2.0 CFM @ 75 PASCALS. ALL CEILING FANS WITH LIGHT KITS SHALL HAVE SEPARATE SWITCHES FOR LIGHTS AND FAN CONTROL. HEAVY PENDANTS AND CEILING FANS LOCATIONS SHALL RECEIVE BLOCKING AS REQUIRED TO PROVIDE SOLID ANCHOR FOR FIXTURES. CLOSET CH = 8'-11 1/4" STAIRS CH = VARIES MASTER CLOSET CH = 8'-11 1/4" CLOSET CH = 8'-11 1/4" CLOSET CH = 8'-11 1/4" BEDROOM 2 CH = 8'-11 1/4" NEW FIXTURE @ EXISTING LOCATION BATH 2 CH = 8'-11 1/4" S D S EXIST. LOC. EXIST. LOC. CLOSET CH = 8'-11 1/4" HALL CH = 8'-11 1/4" LANDING CH = 8'-11 1/4" NEW FIXTURE @ EXISTING LOCATION BEDROOM 3 CH = 8'-11 1/4" NEW FIXTURE @ EXISTING LOCATION TOILET CH = 8'-11 1/4" S MASTER BATHROOM CH = 8'-11 1/4" WET P D S D S D S D S +42" GFI +63" +63" +42" GFI +42" GFI +42" GFI +63" +63" D S +30" P P MASTER BEDROOM CH = 8'-11 1/4" NEW FIXTURE @ EXISTING LOCATION SECOND FLOOR ELECTRICAL PLAN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A I N A L P L A C R T C E L E . R L F D N 2 Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - E1.2 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I LEGEND P HP E M G WALL-MOUNTED LIGHT FIXTURE CEILING-MOUNTED LIGHT FIXTURE CEILING-MOUNTED PENDANT LIGHT FIXTURE HEAVY CEILING-MOUNTED PENDANT LIGHT FIXTURE (BLOCKING REQ'D.) 4" (UNO) RECESSED CAN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) WET 4" RECESSED CAN LIGHT FIXTURE - WET LOCATION (MUST SUPPORT LED LIGHTS) DIRECTION DOWN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) WALL MOUNTED HIGH EFFICIENCY LUMINAIRE SCONCE WALL MOUNTED HIGH EFFICIENCY LUMINAIRE SCONCE W/ MOTION SENSOR WALL MOUNTED GAS LUMINAIRE LED STRIP LIGHT/ OVER-UNDER CABINET LIGHT 1x4 / 2x4 LED LIGHT SECURITY FLOOD LIGHT CEILING FAN (BLOCKING REQ'D.) CEILING FAN/LIGHT COMBO (BLOCKING REQ'D.) RECESSED VENT FAN CAPABLE OF PROVIDING 5 AIR CHANGES/HR S C S/C SMOKE AND CARBON MONOXIDE DETECTOR/ALARM NOTE: SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING, SHALL BE INTERCONNECTED AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. GENERAL NOTES: REFERENCE ELECTRICAL PLANS AND INTERIOR AND EXTERIOR ELEVATIONS FOR ADDITIONAL NOTE. DIMENSIONS ARE TO CENTERLINE OF FIXTURE TO CENTERLINE OF FIXTURE AND FROM FACE OF STUD FRAMING MEMBER TO CENTERLINE OF FIXTURE. UNLESS OTHERWISE NOTED. FIELD VERIFY WALL MOUNTED FIXTURE HEIGHT WITH FIXTURE SELECTION. PROVIDE SOLID BLOCKING IN CEILING AT ALL CEILING FAN AND PENDENT LIGHT LOCATIONS. IF LIGHTING LAYOUT REQUIRES ALTERATION DUE TO CONFLICT OF GREATER THAN 12" NOTIFY ARCHITECT FOR NEW LIGHTING LAYOUT. CLOSET CH = 8'-11 1/4" CLOSET CH = 8'-11 1/4" BEDROOM 2 CH = 8'-11 1/4" CLOSET CH = 8'-11 1/4" STAIRS CH = VARIES 7'-6" " 0 - 4 ' P MASTER CLOSET CH = 8'-11 1/4" 3'-10" BATH 2 CH = 8'-11 1/4" " 5 - 3 ' EXIST. LOC. EXIST. LOC. CLOSET CH = 8'-11 1/4" HALL CH = 8'-11 1/4" BEDROOM 3 CH = 8'-11 1/4" 2'-6" MASTER BEDROOM CH = 8'-11 1/4" LANDING CH = 8'-11 1/4" TOILET CH = 8'-11 1/4" " 9 - 2 ' 3'-0" " 7 - 1 ' " 4 1 1 1 3'-93 8" " 5 - 2 ' P 2'-71 4" 2'-71 4" 2'-6" MASTER BATHROOM CH = 8'-11 1/4" " 0 - 3 ' +63" +63" +63" +63" 2'-6" 2'-21 2" 4'-4" 2'-21 2" 81 2" 81 2" SECOND FLOOR REFLECTED CEILING PLAN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") 1 Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A N A L P G N I L I E C D E T C E L F E R . R L F D N 2 Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 Project Owner: Annette & Fortune Alexander Project Address: 2504 Bridle Path Austin, TX 78703 MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - E1.3 . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I S LAWN STORAGE CH = 10'-0" +72" GAS GAS +72" GAS STOR. #2 CH = 10'-0" GYM CH = 10'-0" +42" GFI TV +66" F.V GFI APP +42" GFI S 1 # E G A R O T S ' " 7 - 0 1 = H C +42" GFI GAS H +42" GFI S D S D S D S 3/D 3/D S S G G G E U E U E U E U E U E U E U E U D S D S S B H CABANA CH = VARIES SWITCH @ KITCHEN CABANA ELECTRICAL PLAN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") LEGEND: HOSE BIB GAS ACCESS VALVE WATER ACCESS VALVE GAS WTR PUSH BUTTON SWITCH DUPLEX WALL RECEPTACLE LOCATED 15" O.C. ABOVE F.F., U.N.O. QUAD WALL RECEPTACLE LOCATED 15" O.C. ABOVE F.F., U.N.O. DUPLEX WALL RECEPTACLE W/ USB LOCATED 15" O.C. ABOVE F.F., U.N.O. DUPLEX WALL RECEPTACLE WITH HEIGHT AND GFCI INFORMATION NOTES QUADRUPLEX WALL RECEPTACLE WITH HEIGHT AND GFCI INFORMATION NOTES WATERPROOF DUPLEX WALL RECEPTACLE LOCATED 15" O.C. ABOVE F.F., U.N.O. APPLIANCE POWER, REFERENCE APPLIANCE SPECS FOR POWER REQUIREMENTS USB +42" GFI +42" GFI WP GFI APP HALF-HOT DUPLEX WALL OUTLET HALF-HOT DUPLEX FLOOR /COUNTER OUTLET DUPLEX FLOOR OUTLET "CBUS" OUTLET DEFINED AS CABLE, GIGABIT ETHERNET, TELEPHONE TELEPHONE OR DATA FLOOR OUTLET, USE CAT6 CABLE WALL SWITCH WALL DIMMER SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DOOR SWITCH OCCUPANCY SWITCH TIMER SWITCH SMOKE AND CARBON MONOXIDE DETECTOR/ALARM NOTE: SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING, SHALL BE INTERCONNECTED AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. WALL-MOUNTED LIGHT FIXTURE CEILING-MOUNTED LIGHT FIXTURE CEILING-MOUNTED PENDANT LIGHT FIXTURE HEAVY CEILING-MOUNTED PENDANT LIGHT FIXTURE (ADD BLOCKING) GAS CEILING-MOUNTED PENDANT FIXTURE (ADD BLOCKING) 4" (UNO) RECESSED CAN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) 4" RECESSED CAN LIGHT FIXTURE - WET LOCATION (MUST SUPPORT LED LIGHTS) DIRECTION DOWN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) WALL MOUNTED HIGH EFFICIENCY LUMINAIRE W/ MOTION SENSOR WALL MOUNTED HIGH EFFICIENCY LUMINAIRE WALL SCONCE FLUORESCENT STRIP LIGHT/ OVER-UNDER CABINET LIGHT RECESSED VENT FAN CAPABLE OF PROVIDING 5 AIR CHANGES/HR FLUORESCENT LIGHT SECURITY FLOOD LIGHT POWERED EXHAUST HOOD GARBAGE DISPOSAL THROUGH-WALL VENT FAN ELECTRIC GARAGE DOOR OPENER THERMOSTAT VIDEO DOOR CHIME SECURITY PANEL 24" RECESSED STAIR LIGHT CEILING FAN CEILING FAN/LIGHT COMBO data S S d S 3 S 4 S ds S S o t S C S/C P HP G WET M E H G T S FD EM EP GM FUSED DISCONNECT - SIZE PER MANU. REQ'D. ELECTRIC METER ELECTRIC PANEL GAS METER ELECTRICAL GENERAL NOTES: CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND PROVIDE LABOR AND MATERIALS PERTAINING TO THE ELECTRICAL SYSTEM AS REQUIRED IN CONSTRUCTION DOCUMENTS WHILE COMPLYING WITH ALL APPLICABLE BUILDING CODES, LOCAL UTILITY REQUIREMENTS AND BUILDING RESTRICTIONS. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS SHALL BE A MAXIMUM OF 48 INCHES ABOVE THE FLOOR. THIS MEASUREMENT IS FROM THE TOP OF THE DEVICE OR BOX TO THE UNFINISHED FLOOR AT ROUGH INSPECTION. OUTLETS MUST BE A MINIMUM OF 15 INCHES ABOVE THE FLOOR. THIS MEASUREMENT IS FROM THE BOTTOM OF THE DEVICE OR BOX TO THE UNFINISHED FLOOR AT ROUGH INSPECTION. FLOOR OUTLETS ARE AN ACCEPTABLE ALTERNATIVE WHERE INSTALLATION OF COMPLIANT WALL OUTLETS IS NOT FEASIBLE. PROVIDE SMOKE ALARMS - HARD WIRED, INTERCONNECTED, BATTERY BACKUP, AT EACH SLEEPING ROOM AND IMMEDIATE COMMON AREA OUTSIDE OF SLEEPING ROOMS. IF APPLICABLE, ON EACH ADDITIONAL STORY INCLUDING BASEMENTS AND HABITABLE ATTICS. IN ACCORDANCE WITH IRC SEC R314 PROVIDE CARBON MONOXIDE ALARM - HARD WIRED WITH BATTERY BACKUP, INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND/OR HAVE AN ATTACHED GARAGE. IN ACCORDANCE WITH IRC SEC R315" ALL LIGHT FIXTURES LED OR HIGH EFFICACY U.N.O. AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. OUTDOOR LIGHTING- ALL LUMINARIES MOUNTED TO THE BUILDING SHALL BE HIGH EFFICACY OR SHALL BE CONTROLLED BY A PHOTO-CONTROL / MOTION SENSOR. ALL LIGHTS RECESSED INTO INSULATED CEILINGS MUST BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) AND ARE CERTIFIED AIRTIGHT TO ASTM E283 AND LABELED AS AIRTIGHT (AT) TO LESS THAN 2.0 CFM @ 75 PASCALS. ALL CEILING FANS WITH LIGHT KITS SHALL HAVE SEPARATE SWITCHES FOR LIGHTS AND FAN CONTROL. HEAVY PENDANTS AND CEILING FANS LOCATIONS SHALL RECEIVE BLOCKING AS REQUIRED TO PROVIDE SOLID ANCHOR FOR FIXTURES. 1 LEGEND WALL-MOUNTED LIGHT FIXTURE CEILING-MOUNTED LIGHT FIXTURE CEILING-MOUNTED PENDANT LIGHT FIXTURE HEAVY CEILING-MOUNTED PENDANT LIGHT FIXTURE (BLOCKING REQ'D.) 4" (UNO) RECESSED CAN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) WET 4" RECESSED CAN LIGHT FIXTURE - WET LOCATION (MUST SUPPORT LED LIGHTS) DIRECTION DOWN LIGHT FIXTURE (MUST SUPPORT LED LIGHTS) WALL MOUNTED HIGH EFFICIENCY LUMINAIRE SCONCE WALL MOUNTED HIGH EFFICIENCY LUMINAIRE SCONCE W/ MOTION SENSOR P HP E M G WALL MOUNTED GAS LUMINAIRE LED STRIP LIGHT/ OVER-UNDER CABINET LIGHT 1x4 / 2x4 LED LIGHT SECURITY FLOOD LIGHT CEILING FAN (BLOCKING REQ'D.) CEILING FAN/LIGHT COMBO (BLOCKING REQ'D.) RECESSED VENT FAN CAPABLE OF PROVIDING 5 AIR CHANGES/HR S C S/C SMOKE AND CARBON MONOXIDE DETECTOR/ALARM NOTE: SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING, SHALL BE INTERCONNECTED AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. GENERAL NOTES: REFERENCE ELECTRICAL PLANS AND INTERIOR AND EXTERIOR ELEVATIONS FOR ADDITIONAL NOTE. DIMENSIONS ARE TO CENTERLINE OF FIXTURE TO CENTERLINE OF FIXTURE AND FROM FACE OF STUD FRAMING MEMBER TO CENTERLINE OF FIXTURE. UNLESS OTHERWISE NOTED. FIELD VERIFY WALL MOUNTED FIXTURE HEIGHT WITH FIXTURE SELECTION. PROVIDE SOLID BLOCKING IN CEILING AT ALL CEILING FAN AND PENDENT LIGHT LOCATIONS. IF LIGHTING LAYOUT REQUIRES ALTERATION DUE TO CONFLICT OF GREATER THAN 12" NOTIFY ARCHITECT FOR NEW LIGHTING LAYOUT. 5'-6" 5'-0" 5'-0" SCONCE UP 72" A.F.F. G G G " 0 1 - 1 ' " 5 - 3 ' " 5 - 3 ' " 5 - 3 ' " 5 - 3 ' " 0 1 - 1 ' 2'-0" 5'-0" LAWN STORAGE CH = 10'-0" " 0 - 4 ' " 0 - 3 ' " 0 - 2 ' " 0 - 2 ' 4'-0" 1'-0" STOR. #2 CH = 10'-0" 3'-5" " 2 1 0 - 2 ' GYM CH = 10'-0" " 0 1 - 1 1 ' 3'-5" " 1 1 - 5 ' " 7 - 4 ' " 6 - 4 ' " 2 - 4 ' " 2 - 4 ' " 6 - 4 ' " 1 1 - 4 ' " 0 - 5 ' 1'-10" 1 # E G A R O T S ' " 7 - 0 1 = H C H 2'-2" 2'-01 2" 6'-10" CABANA CH = VARIES E U E U E U E U E U E U E U E U CABANA REFLECTED CEILING PLAN Scale 1/4" = 1'-0" (TABLOID:Scale 1/8" = 1'-0") Revisions By I E R U T C E T H C R A E K O O C Y R R E B R E T R A Architect: Alice Arterberry 2416 Vista Lane Austin, TX 78703 alice@arterberrycooke.com 323.236.5182 0 8/2 6/2 0 2 4 N A Project Owner: L Annette & Fortune Alexander P G Project Address: N 2504 Bridle Path I L Austin, TX 78703 I E C D E T C E L E F E R / . L A C R T C E L E A N A B A C I . I I I E R U T C E T H C R A E K O O C Y R R E B R E T R A F O T N E S N O C N E T T R W T U O H T W D E R A P E R P N E E B E V A H Y E H T H C H W R O F T C E J O R P D E F C E P S E H T N A H T R E H T O K R O W Y N A H T W N O T C E N N O C N I I I I I I I D E S U R O D E P O C E B L L A H S F O E R E H T T R A P O N I S T C E T H C R A E K O O C Y R R E B R E T R A F O Y T R E P O R P E H T E R A S N O T A C F C E P S D N A S G N W A R D E S E H T I I I I I S T C E T H C R A E K O O C Y R R E B R E T R A © T H G R Y P O C I MJS NFS drawn by: checked by: scale: first issue: plot date: 1/4" = 1'-0" 08-26-2024 09-04-2024 PERMIT SET - NOT FOR CONSTRUCTION - 2 E1.4